180 WEST DAYTON ST.PDF11111111111111
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180 WEST DAYTON
ST
TAX ACCOLTNT/PARCEL NUMBER:, A e�w
BUILDING PERMIT (NEW STRUCTURE): 4e-cQ a-?'It!?A�
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: DETERMINATION: E] Conditional Waiver
DISCRETIONARY PERMIT #'
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
SEWER LID FEE $- LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DA
SIDE SEWER PERM[IT(S) #:
SOILS REPORT DA
STREET USE / ENCROACHMENT PERM[IT #:
WATER METER TAP CARD DATED:
OTHER:
Required E] Waiver
LATEMMI)ST'sTorms\Street File Checklist.doc
ACity of Edmonds a -&�"
tical Area Notice of Decision =SN�Q\Ip-
Applicant:
* -
Property Owner:
N08 Q-,f" e C—^ e - %�J ZV -4
Critical Area File #:
X 19 9 9 DO'S (11
Permit Number:
Site Location:
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Parcel Number:
4-1 o3Y3 6o 9 0 1 R- o
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Project Description:
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F-I Conditional Waiver. No critical area report is required for the project described above.
I . There will be no alteration of a Critic al Area or its required buffer.
2. The proposal. is an �Ilowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.23 0.
F�I Erosion Hazard. Pro ect is within erosion hazard area. Applicant must prepare an erosion and
j
sediment control plan in compliance with ECDC 18.30.
[P,-'Critical Area Report Required*. The proposed'project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
1 . The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are miti gated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the critical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. V"' The proposal is consistent with other applicable regulations and standards.
Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
i"Oncompliance.
2//F.aqvorable Critical Area Decision. Tfie proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in' ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to the proposal shall void this decision pending re -review of the proposal.
Conditions. Critical Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit nu . Wbber ifor specific condition(s).
YQ-41 Y\1 1� -3 - ILY
S tu
keviewer S ature Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 12/16/2010
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PLANNING DATA STREETFILEJ1
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Name:
Date:
Site Address: J
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Plan Check BLD-20to-
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Project Descriptio n:
Reduced Site Plan Provided: NO)
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Zoning: C�,
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Comprehensive Plan Designation:
Map Page:
Corner Lot: (YES
Flag Lot: (YES
ADB File # (or date waived):
TO TA L A rea per
7 ype of,
Allowed in
Matrix
Allowed
TOTAL sign
area
Proposed
Type of Sign
zone?
conditions
area per
Unit
allowed for
sign area
met?
unit
this siqn
Example
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111un7l".3hon
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41 ft. attached
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41 square feet
20 5quare feet
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Sign # I
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Sign #2
Sign #3
TOTAL Sign Area for TenanVSMe,
Max Permitted:
Previous Total:
Proposed Total:
Sign 1�eight
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign L �Zh ting
Sign Type:
roposed.
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
07
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PLANNING DATA
-- Signs --
11 STREE
sign colors
Proposed: A
N
Acceptable?
Requires ADB Approval?
Sign Location
lf freestanding and 3-feet or over (unless a fence) meets setbacks?
Required Setbadts
Street:
Side:
Side:
Rear:
Actual Setbacks
Street:
Side:
Side:
Rear:
L*�*� fdi Sign
Size:
Location:
Critical Areas Determination #:
Study Required
waiver
Other.
Plan Review By:
PLANNING DATA .
New Commercial / MulffamiTi Projects
ZONING. 66 t--/
SITE ADDRESS:
_J
USE(S) PROPOSED: 'Vo 6*&,f,4 ALLOWED9-
LEGAL NONCONFORMING LA14D USE DETERMINATION ISSUED
CUP File: To Allow What Uses?:
ADB FILE #:
PARKING: tv(-
Use:
No. Spaces Required:
. X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No..Spaces Required:
X
(floor area, # employees, etc.) =
Total Required:
Actual Provided:
SETBACKS: A
Required Setbacks:
Front: Left Side: Right Side: Rear:
-7
Actual Setbacks:
Front: Left Side: Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: tJ(-
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: Actual Height:
Modulation Allowed?: Modulation Height:
Datum Point: Datum. Elevation:
Elevator Penthouse > 3 feet over height limit? If so,VAR#
T6
LANDSCAPING: 11'e-- P. 13
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
OVft-
CRITICAL AREAS 116 0(5')
SEPA DETERMINATION: ON Pan- - Aw4 7/Z2/o4 !p 13 7-+
SHORELINE REQUIRED?: ('10 4"
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DATE: PLAN CHK#: 04 - 35-1
NAME OF BUILDING PERMIT APPLICANT:— ��4- /-
PROJECT DESCRIPTION: F kto-,," " j/-, rtr A, jp.,�%A -/ R!�2-jd, ,mpi"�, ,-, -
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AD13 FILE #: OR DATE WAIVED: �It7-1-4 - fx,.-a. �, &,�-
PLANS MATCH APPROVED PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?: N*14
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
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Plan Review By:
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Scale in Feet
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STREET FILE
Area 11-2
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Legend
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Personnel Decontamination Zone
Truck Decontamination Zone (Area 1)
Truck Decontamination Zone (Area 11-1)
Truck Loading Area (Area 1)
40
Truck Loading Zone (Area 11-1)
Excavation Areas
Support Zone
Clean Overburden Soils Stockpile Area
Truck Entry Route
Truck Egress Route
777
Approximate Extent of Remedial Action Zone
Catch Basin
Storm Drain
0
Manhole
— Fence
d 1989
Figure
Harbor Square Definition of Work Zones
Edmonds, Washington 1 4
USE PERMIT
CITY OF EDIVIO 'ON�, (�', G NUMBER
CONSTRUCTION PERMIT VILICATION JOB
NAME (OR NAME OF BUSINESS
PTIL)N CHECN[!w6I)jVFwQtj Vic.
.e MAILING ADDRESS
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SEE ENGINEERING EMO DATED —
CITY S E , " W . 'A
U.EPHONE NUMBER SEE PIW DEPT. REVIEW CHECK LIST DATED
METER SI,E _7NG 5UPILY
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TELEPHONE NUMBER
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L Description of Property -,include all easements
jShg08,', below or attach four cop es)
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MECHANICAL
This Permit covers work to be done (.n private property ONLY.
GRADINGIFILL
Any cons ruCtion on the public domain (curbs , sidewalks,
t
4
driveways. marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit* I Year - Provided Work is Started Within 180 Days
Applicant, on behalf of his or her spouse, heirs, assigns and
c
Su cessors in interest, agrees to indemnity. defend and hold
harrnless the City of Edmonds. Washington, its officials.
employees. and agents from any and all claims for damages of
whatever nature. arising directly or indirectly front the issuance
of this permit. Issuance of this permit shall not be deemed to
modify, waive or educe any requirement Of any City ordinance
nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
L2/63"!
provision."
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the Owner, or the duty
ATTENTION
APPLICATION APPROVAL
authorized agent of the owner. I Agree to comply with city and
T-IS PERMIT
state laws regulating construction: and in doing the work authoriz-
AUTHOR ES
This application is not a permit unlit
ed t hereby, no person will be,employed In violation of the Labor
ONLY THE
signed by the Building Official or his
"I
Code of the Stato of Wash��ting to Workmen's Compensa.
WORK NOTED
Depu!v: And fees are paid, and receipt is
tion n5 rallice.
INSP ECTION
acknowledged in space provided.
SIG,*rf_&;1EP OR AGS$;L_� DATE SIGNED
DEPARTMENT
CITY OF
OFFICIAL'S SIGNATURE
THIS SITE IS LOCATEDIN THE Cl
EDMOND S
ATTI ENTION OF EDMONDS. LOCAL SALES TAX
SHOULD BE CODED 31.04.
775-2525
DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A F�NAL INSPECTION HAS BEEN MADE AND APPROVAL OR
ORIGINAL — File YELLOW — Inspector
Lj
A CERTIF CATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3.
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PLANNING DATA
New Commercial / Mulffamily Prooects
SITE ADDRESS: 19'0 W. ZONING: 66-/Z-4"2c)
USE(S)PROPOSED: IIJ6- ALLOWED?:
LEGAL NONCONFORMING LANb USE DETERMINATION ISSUED
CUP File: To Allow What Uses?:
ADB FILE#: .
PARKING: Ak-
Use:
No. Spaces Required:
. X
(floor area, # employees, etc.) =
Use: , —
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:
X
(floor area, # employees, etc.) =
Use:
No. Spaces Required:. I -
X
(floor area, # employees, etc.) =
Total Required:
Actual Provided:
SETBACKS: A/( -
Required Setbacks:
Front: Left Side: Right Side: Rear:
Actual Setbacks:
Front: Left Side: —Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA: P&
Maximum Allowed: Actual:
BUILDING HEIGHT: tic
Maximum Allowed: Actual. Height:
Modulation Allowed?: Modulation Height:
Datum Point: Datum Elevation:
Elevator Penthouse > 3 feet over height limit? _ If so,VAR#
LANDSCAPING: mc
Matches ADB approved:
Bid Provided? Bond Amount (100% bid):
CRITICALAREAS#: 99-31, IMP
SEPA DETERMINATION: NIA
SHORELINE REQUIREV: NIA
Continued ...
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DATE: 0 /76/03 —PLAN CHK#: 03 -4 Z 9.
NAME OF BUILDING PERMIT APPLICANT: S4,
PROJECT DESCRIPTIOW—A-o-A
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ADB FILE #: - N4 - #Afw� 0 ATE WAIVED:
PLANS MATCH APPROVED -PLAN:
SUBDIVISION:
LOT AGGREGATION REQUIRED?:
REDUCED SITE PLAN (8.5X11) PROVIDED FOR STREET FILE?
OTHER:
Plan Review By:
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PLANNING DATA
NAME: Wm6ffs (�We
SITE ADDRESS: 1%0 Vj, hLNvfnvl 101ATE: 10Lzo
1 1 07
ZONING: C6 /E4-7 PLAN CHK#: fl —
PROJECT DESCRIPTION: Nt�//A 0&"P�&
CORNER LO (Yes/No) FLAG LOT .(Yes/No)
SETBACKS:
Required Setbacks:
Front: Left Side: Right Side: Rear:
Actual Setb�c s:1
Front: Left Side: Right Side: ear:
- — 2
1 f
Street map che ked for addltlori�nck_ required /(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED (Y/N)
LOT COVERAGE:
Maximum Allowed:— —Actual:
BUILDING HEIGHT:
Maximum Allowed: —N/A Actual Height:
Datum Point: Datum Elevation:
A.D.U. CREATED?:
SUBDIVISION: P, -1-/- 77
CRITICAL AREAS #:
SEPA DETERMINATION:
Plan Review By:
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MEMORANDUM
Date: January 3, 2014
To: File CRA19980036 and BLD2 0930
From: Kemen Lien, Senior Planne vvvl-�
Subject: American Brewery Wetland Enhancement
The City of Edmonds passed Interim Ordinance 3935 on August 6, 2013 which allowed
development with previously developed footprints (defined as impervious surface area) within
critical area buffers in exchange for enhancement that improves the critical function and value of
the critical area and/or its buffer.
American Brewery is proposing to install an 880 sq. ft. cold storage building, 120 sq. ft. chiller,
and 113 sq. ft. grain silo for the brewing operations for a total area of improvements 1, 113 s q*. ft.
American Brewery submitted a wetland enhancement plan prepared by Ed Sewall of Sewall
Wetland Consulting, Inc. which proposed enhancement of 1,200 square feet of buffer along the
Edmonds Marsh near the east entrance of the boardwalk (Attachment 1). Upon consultation with
the City of Edmonds Parks and RecreationDepartment and Keeley O'Connell of Earth Corps, it
was discovered that the City of Edmonds had a wetland plan prepared for this location already
and was planning on planting in January or Februar y* 2014 (Attachment 2). Consistent with
ECDC 23.50.050.H.3, it was determined that American Brewery could contrihute funds to the
City's enhancement project in lieu of completing the enhancement plan prepared by Sewall
Wetland Consulting.
Groundeffects Landscaping Inc. provided an estimate of $1,007.63 for the installation of the
plants identified in the Sewell enhancement plan (Attachment 3). The Groundeffects estimate
did not include irrigation for the enhancement plantings which would be required to ensure
survival of the plantings. The City's project identified irrigation costs at $500 (Attachment 2).
Therefore, American Brewery's fair share of the City identified enhancement plan is determined
to be $1,500.
To provide enhancement consistent with ECDC 23.40.220.C.3.e and ECDC 23.50.050.H.3,
American Brewery will provide the City of Edmonds funds in the amount, of $1,5 00 to be used
for the enhancement project in Attachment'2.
Sewall Wet pand Consulfttrn, Ing.
Z769 Coviri�Wa)� #2 Fhore 25&9MR5
Covkgbn WA %W Fax 253-ffi24M
December 11, 2013 C DEC 162013
Neil Fallon UEVELOPIWEfff SERWCES
COUKER
American Brewing Company
180 West Dayton Street, Warehouse 102
Edmonds, Washington 98020 -
RE: 3925 151st Avenue SE- Critical Area Enhancement Plan
City of Edmonds, Washington
SWC Job #13-191
Dear Neil, .
As required by the City of Edmonds, we have prepared this Critical Area
Enhancement report to compensate for your work within the existing
developed area of the 200'wetland buffer of the wetland known . as the
Edmonds Marsh.
The proposed project is the construction of a 880sf cold storage building,
a 120sf chiller, and a 113sf grain silo for the brewing operation (total '
area of improvements 1, 1 13sfl. All of these improvements will occur in
an existing developed paved and gravel area between the brewery, and.
the lifeboat rescue practice facility and Edmonds Marsh boardwalk.
Although this area is already developed, it is technically within the 200'
buffer width of the Edmonds Marsh. City Ordinance No.3935 allows
development within these areas in exchange for improvements or
enhancements of the critical area. As described in Edmonds Municipal
Code 23.40.220.C.3.;
3. Development Proposals Within Footprint of Development Existing Within
Critical Areas and/or Buffers. Development proposals in the footprint of
development within critical areas and/or . buffers may by allowed as long
as the proposed development:
a. Does not increase the footprint of development beyond the legally
established footprint;
Ornerican Brewing/#13-191
Sewall Wetland Consulting, Inc.
December 11, 2013
Page 2
The proposed improvements are within the existing developed area and
do not expand the legally established footprint..
b. Does not increase the impact 6 the critical area and/or buffer; or
There is no impact on the critical area, nor for that sake the functioning
buffer. All work is within an area segregated from the wetland and the
buffer by landscaping, fences and a boardwalk. The proposed
-improvements will have no impact on the critical areas function.
c. Does not increase the total impervious surface area of the site;
The entire area of the proposed development is a legally established
impervious surface that already exists. No expansion of the impervious
surface is proposed.
d. Does not increase risk to life orproperty as a result of the development
proposal; and
There is no risk to life or property from the proposed improvements.
e. Includes measures to enhance the critical area and/or buffer in a way
that improves its function and value.
The proposed impact of 1, 1 13sf of the existing developed buffer is
proposed to be mitigated by installing 34 shrubs and 60 groundcover
na ' tive plantings along 1,200sf of buffer within the Ports ownefship along
the edge of the marsh as.depicted on Page 3 of this report. This area is
just east of the boardwalk entrance and is a grass covered slope down to
the edge of the marsh. This area has little ftinctional value in its current
state. This planting will provide additional protection to the wetland as
well as provide some vertical structure, source of organic matter and
habitat to this portion of the buffer with little functional value.
We propose planting 14 nootka. rose (Rosa nootkana-1 gallon container),
10 red flowering current (Ribes san_quineum-1 gallon container), and 10
indian plum (0emlaria cerasifor7nis - 1 gallon container). In addition, 30
oregon grape- (Berberis nervosa) and 30 salal (Gaultheria shallon) will be
installed in this area as a native groundcover.
Ornerican Brewing/#13-191
Sewall Wetland Consulting, Inc.
December 11, 2013
Page 3
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77-
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Provements
Above: Aerial photograph showing location ofproposed buffer
enhancement plantings.
As detailed in ECDC 23.40.130.B, Performance standards for the project
shall include measurable specific criteriafor evaluating whether or not the
goals and objectives of the mitigation project have been successfully
attained and whether or not the requirements of this title have been met.
This buffer -enhancement plan is a simple planting plan. We are
proposing a 3 Year monitoring period as allowed by ECDC 23.40.130.D.
The performance standards for the success of the is mitigation shall be
as follows;
Year 1. 100% survival ofplanted vegetation. Not more than 10%
invasive coverage in the enhancement area.
Year 2. 80% survival ofplanted vegetation. Not more'than 10%
invasive coverage in the enhancement area.
Year 3. 80% survival ofplanted vegetation. Not more than 10%
invasive coverage in the enhancement area. -
Ornerican Brewing/# 13 -191
Sewall Wetland Consulting, Inc.
December 11, 2013
Page 4
Vegetation will be inspected during each monitoring visit to be conducted
in September of each year. A mbnitoring report to the City will follow
each field monitoring detailing ilie progress of the project.
If you have any questions in regards to this report or need additional
information, please feel free to contact me at (253) 859-0515 or at
esewalIC&,sewallwc.com
Sincerely,
Sewall Wetland Consulting, Inc.
Ed Sewall
Senior Wetlands Ecologist PWS #212
.91
9 0
Edmonds Marsh Restoration Project Proposal
DATE 17 January 2012
TO Edmonds Parks, Recreation & Cultural Services
FROM People For Puget Sound Edmonds Marsh Team
People For Puget Sound is a nonprofit environmental organization dedicated to
conservation and restoration of natural assets in the Puget Sound region. Edmonds
Marsh is ahasset to the City of Edmonds as a primary bird habitat for local and
migrant species, and also as a saltwater marsh providing significant buffer for
inland runoff before it drains into the Puget Sound.
The project area begins immediately east of the western most boardwalk section
and extends east to the first mature willow and from the sidewalk edge at Harbor
Square to the fringe of the marsh waterline (please see associated map). Non-native
invasive species previously occupied most of this region, including blackberry,
horsetail, thistle, and various grasses. While adjacent to the marsh waterline, this is
part of a riparian zone that serves important functions benefitting native wildlife
and facilitating continued human enjoyment. To enhance this region, People For
Puget Sound volunteers worked in coordination with the City of *Edmonds Parks
staff in 2010 to remove and dispose of non-native and invasive plants in this area.
This proposal outlines the plan to revegetate this area with native plants and for the
long-term maintenance of the area.
With regard to numerous variables, native plant species have been selected for
restoration at this site. The planting area has been divided into three strata
according to plant height, so that view corridors can be maintained into the marsh
from the walkway. Berry -producing ground cover and shrubs wer ' e selected to.
provide habitat and nourishment to native wildlife, especially birds. Evergreen
plants were favored in acknowledgement of the significant bird traffic the marsh
receives throughout the year. The inclusion of thicket -forming shrubs and taller
plants at the edges of the site should provide a natural barrier to ward off unwanted
human traffic into the marsh.
Native planting can commence as early as February 2012, to take advantage of the
latter half of the wet season. Except for weeding, maintenance of these plantings
should be minimal for the first two to three years of growing. People For Puget
Sound proposes to replant, maintain and steward this site through the Sound
Stewardship Program at no cost to the City. Signage and temporary fencing will be
necessary until the plants have fully established. Labels could further be added to
identify specimens of native species planted closest to the boardwalk, for visitors to
enjoy. People For Puget Sound is requesting support from the City for materials and
installation of semi -permanent fencing and signage and possibly labels for the
native plants. We have provided estimates for the initial replanting and mulching
effort- these costs are being covered in full by People For Puget Sound with a
A��C� 0-�'Cni �_
0
Planting Strategy for Zone 2 Rehabilitation at Edmonds Marsh
November 19,2011
General Planting Strategy
Native plants were identified based on specified needs of the site. Plant species were selected for
traits including whether they were berrying, whether they provided habitat for wildlife (esp. birds),
whether they were evergreen, and whether they were aesthetically pleasing
(EdmondsMarsh-PlantRanlcxlsx).
At the Zone 2 site, plants were assigned to regions
based on anticipated height. To prevent obstruction
of view corridors to the marsh from the boardwalk,
taller species were planted down the slope and to
the sides of the site. Middle -height species were
assigned regions cresting the slope and overlooking
the marsh, and smaller species were assigned
nearest to the walkway.
Within these three height -based stratifications,
clump -gap mosaic planting was utilized. Clump -gap
planting entails planting multiple specimens of
multiple species in close proximity, with individuals
of said species placed in-between (Fig.1). This
strategy has the two -fold benefit of assorting
specimens of each species across the site's
multitude of microclimates with variable soil,
hydrology, and light exposure, while producing a
-more naturalistic aesthetic'.
Fig. 1 - The Clump -Gap Mosaic p anting
pattern'
Outline of Planting Procedure
Plant quantities were estimated based on the spaces of size -based strata. Sizes for each stratum were
calculated according to different ratios of occupation (Table 1). Area for each stratum was divided by
anticipated space requirements of plants to be in that stratum. The large stratum uses an average of
the spacings for trees and shrubs, the middle stratum uses the normal shrub spacing, and the small
stratum applied an average of the
groundcover/herbaceous and shrub Table 1 - Pla ' nting options for varying stratifications (total area
spacings. Average density spacings 3,337 sq. ft.)
were used in all cases.
Som , e routine maintenance may be .
necessary during the first two -to -three
years of growth, as natives become
established.
Individuals Allowed
Stratification Ratio
Large
Medium
Small
3:2:1
18
30
34
2:2:1
14
37
41
3:3:2
1 13
34
52
1 From the Forest Steward Field Guide (ed. Andrea Mojzak).
0-
0 '
Edmonds Marsh Haboltat CreatoHan Prqect
L P
00,
N
0.5 6 Feet
11" +
t-7'&q.,-Nj
--6
Data source: Base map image, USGS, 2009 <httpY1cumu1us.cr.usgs.gov1>.
VL4 I
Legend
0 red —dogwood
red'
_elderberry
red —flower —currant
thicket —mid
0 thicket —tall
C foreground — creeping
yiewpoint
.Boardwalk.
Zone 2
3,341 sq ft
EARTH
L ORPS
: 71Z.. �
Scope of Work for: From:
Carrie Hite, Parks Director Dhira Brown, ProjectManager
City of Edmonds Parks, Recreation and Cultural Services EarthCorps
700 Main Street 6310 NE 74th St., Suite 201E
Edmonds, WA 98020 Seattle WA 98115
Tel: 425-771-0256
E-mail: Carrie.Hite@edmondswa.gov
Date: 9/11/13
Project Edmonds Marsh Restoration
Agency Contract No:
EarthGorps Project No:
Tel: 206-322-9296 x204
E-mail: dhira@earthcorps.org.
cc: K. O'Connell
Narrative Scope of Work: Task 1: A project manager will instruct a crew in the installation of straw wattles on the slope adjacent to the parking lot to
provide a minor terrace that will help retain water and mulch around plants. A project manager will recruit for, plan and lead a volunteer event where the
community at large will install plants along the marsh buffer adjacent to the parking lot and surround them with mulch.
Task I (Fall planting):
Crew Days or
Hours or Project
Qnty of Crew Day Manager Volunteer
Materials Rate Rate Rate
, , I
Materials Cost
I ..........
Subtotals
EarthCorps Crew
$
1,178.75
Project Management
$
1,518.00
Subtotal
$
2,696.75
Materials:
Mulch
20
$ 25.50
$
510.00
Plants
150
$ 3.50
$
525.00
Plant delivery
$
75.00
DRiWATER irrigation for select plants
50
$ 500.00
$
500.00
Straw wattles - bank stabilization
7
$ 245.00
$
245.00
Portable toilet rental
1
$ 150.00
$
150.00
Subtotal
$
2,005.00
ff:�otal L�a b 0 r
t M t
T o t a �IM �at�e �na I s
To�
Materials & Handling Fee (10% of Total Materials)
Sales Tax 9.5%
TOTAL FEE
$
2,696.75
$
2,005.00
$
200.50
$
465.7
$
5,367.9
in
LESS MATERIAL FEES
$
2,205.50
Sales Tax 9.5% (not including material fees)
$
256 - 19
TOTAL PAYABLE (Labor and sales tax only)
Is
2,952.941
0
11
Edmonds Marsh Sound Stewardship Budget and Invoices 2013 10/11/2013
I`
L-1
9
Groun ects
N G
LLANO SCAPI
P.O. Box 207 Auburn, WA 98071
253.333-9477 office 253.333.8140 Fax www.gelinc.corrio
Date: 01.02.2014
Estimate
Customer
Neil Fallon
I- Project: 'Edmonds Critical Area Enhancements
'M -te'r'i
st
Qu. nl#y t
Unit!
a a
.
Bark Mulch (Bark Rings)
$53.25
3
CY
$159.75
5hriibs (All prices,are installed). I.
sizie
Cost
..Quafitit y
Unit
T olta.- --
Nootka Rose
1 gallon
$9.02
14
Each
$126.28
Red Flowering Current
1 gallon
$9.02
10
Each
$90.20
Indian Plum
1 gallon
$9.02
10
Each
$90.20
Oregon Grape
1 gallon
$9.02
30
Each
$270:150
Salal
1 gallon
$9.02
30
Each
$270.60
007.63—
A workmanship is guaranteed against defects in workmanship for a period of 90 days from the date of installation. Seller will not be responsible for special,
ot be responsible for damage to its work by other parties or for improper care of material. There shall be
o use of this estimate, reliance upon it, or use in a dishonest manner; such as disclosure of this confidential documentation to a competing third party.
uyer shall furnish seller with job ready work sites such as final grading, proper drainage, concrete, gutters, downspouts, painting completed, and debris
emoved from site. Acceptance of this proposal by the buyer constitutes acceptance of all the provisions contained in this proposal.
IREP: Trevor Dance ITERMS: Net 10th
Signature GEL REP: Accepted by:
Date:
Notes:
Price to install shrubs and groundcover per report by Sewall Wetland Consulting, Inc. and dated 12/11/2013
price does not include washington state sales tax
price does not include 3 year monitoring
price does not include irrigation
jr � - - 4
0
0
1]
0
CA FILE NO.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
I. Site Address[Location: 24:� 1 0
1
2. P,roperty Tax Account Number: 0 1ki On- 00
3. Approximate Site Size (acres or square feet): 5 T 5 5:
I
4. Is this site currently developed? X yes;_ no.
If yes; how is site developed? 0 M C� =— L'W #da'56
5. Describe the general site topography. Check all that apply.
X Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Ald _; Approx. Depth:
7. Site contains areas of seasonal standing water: Ala ;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway W6 floodplain Al a of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? �14 Flows are seasonal? (What time of year?
10.
Site is primarily: forested
urban landscaped (lawn,shrubs etc)
; meadow
11. Obvious wetland is present on site: A110 -
;shrubs mixed X
0
6 go - 199 -
City of Edmon&
Critical Areas Checklist
FEB -
Pftnr
The Critical Areas Checklist contained on and submit it to the City. The City will
thisform is to be filled out by any person review the checklist, make a precursory site
preparing a Development Permit visit, and make a determination of the
Application for the City of Edmonds prior subsequent steps necessary to complete a
to his/her submittal of a development development permit application.
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Name
Street Address
City, State, ZIP Phone
Signature Date
Applicant Representative:
PiAm,5Ai L4 f=m
Name
4L L" &E
Street Acldress
City, State, ZIP Phone
Sig�ature Date
0
0.
0
E
0
City of Edmonds
Critical Areas Determination
Determination #: A-98-36
Applicant: I LaFon �c
Project Name: Permit Number:
Site Location: 180 W Dayton Property Tax Acct #: 2327-034-012-00
Project Description
non -project specific
A site inspection has revealed a site with standing water and which is adjacent to a pond. The
site is also identified as a wetland on the City of Edmonds Critical Area Map.
Based on the above findings, it is determined that there is potentially a critical area on or adjacent
to the site. A Critical Areas Study is required to delineate the boundaries of the critical areas, the
buffers and setbacks. A wetland biologist must identify and mark the boundaries of the wetland,
and a licensed surveyor must create a topographic map of the site which indicates the location of
the critical area as identified by the biologist, and identifies the all buffers and setbacks. All
studies must be completed through a three party contract according to the requirements found in
ECDC section 20.15B.
If the property owner wishes to apply for a specific development permit which they feel would
not impact the Critical Areas located on or adjacent to the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development permit will not adversely impact a Critical Area or its buffers, a conditional waiver
may be issued -on a project by project basis.
John Bissell
Name
kgnat re
Februga 20, 1998
Date
CA FILE NO.
Critical Areas Checklist
Site Information (soils/topography/hydrology/vegetation)
1. Site Address/Location: eo (V - VAq 1-0 4
2. Property Tax Account Number: 0:�q 0/ Z- 00
3. Approximate Site Size (acres or square feet): 560 !:r-
4. Is this site currently developed? X yes;_ no.
If yes; how is site developed? off?ca-
5. Describe the general site topography. Check all that apply.
X - Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: A16 ; Approx. Depth:
7. Site contains areas of seasonal standing water: do ;Approx. Depth:
What season(s) of the year?
8. Site is in the floodway Wo floodplain Al a of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-
round? Ali Flows are seasonal? (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
0
r Cit Staff Use Only
7—
Site is Zoned?
M�:.:::. �:.SCS ma ped soil type(s)? )-rC- fZ A,3�i �A,� 76
p
inventory or C.A. map *indicates wetland present on site? /=7
:4. Critical Areas inventory or C.A. map indicates Critical Area on site?
SI. Site within designated earth subsidence landslide hazard area?
6. Site designated on the Environmentally Sensitive Areas Map? Ae--a-z- f��/
DETERMMATION
L-�S-'T'UDY REQUIRED CONDITIONAL WAIVER
WAIVER
Reviewed by:
PiarTer, Dat6
Rcv 0 1/0494
'Y 9 0 - I ') 9 -
City of Edmon&
Critical Areas Checklist
FEB -
PIERMO'CQWVT�
The Critical Areas Checklistcontained on and submit it to the City. The City will
this form is to be filled out by any person review the checklist, make a precursory site
preparing a Development Permit visit, and make a determination of the
Application for the City of Edmonds prior subsequent steps necessary to complete a
to his/her submittal of a development development permit application.
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
coWunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Name
Street Address
City, State, ZIP Phone
Signature
Date
Applicant Representative:
W,4ep—EAj L4 Fe7 Aj
Name
&
4C
Street Ac1dress
City, State, ZIP Phone
Signature Date
City of Edmonds,
Critical Areas Determination
Applicant: LaFon Determination #: CA-98-36
Project Name: Permit Number:
Site Location: 180 W Dayton. Property Tax Acct #: 2327-034-012-00
Project Description:
non -project specific
A site inspection has revealed a site with standing water and which is adjacent to a pond. The
site is also identified as a, wetland on the City of Edmonds Critical Area Map.
Based on the above findings, it is determined that there is potentially a critical area on or adjacent
to the site. A Critical Areas Study is required to delineate the boundaries of the critical areas, the
buffers and setbacks. A wetland biologist must identify and mark the boundaries of the wetland,
and a licensed surveyor must create a topographic map of the site which indicates the location of
the critical area as identified by the biologist, and identifies the all buffers and setbacks. All
studies must be completed through a three party contract according to the requirements found in
ECDC section 20.15B.
If the property owner wishes to apply for a specific development permit which they feel would
not impact the Critical Areas located on or adjacent to the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development permit will not adversely impact a Critical Area or its buffers, a conditional waiver
may be issued on a project by project basis.
John Bissell
Name
i. _11��'7
kgn
, Jat re
February 20, 1998
Date
STREET FILE
December 13, 2007
Port of Edmonds
336 Admiral Way
Edmonds, Washington 98020
Attn: Mr. Chris W. Keuss
Po
RESUB LANDAU
DEC 18 2007 1A ASSOCIATES
B%RN&FOrT ENT
or��q
RE: GEOTECHNIcAL ENGINEERING SERVICES
HARBOR SQUARE BUILDINGS NUMBER 4 AND 5
STABILIZAT16N AND REPAIR
EDMONDS, WASHINGTON
Dear Chris:
W
This letter report summarizes the results of geotechnical. engineering services conducted for the
Port of Edmonds' (Port) proposed Harbor Square Buildings Number 4 and 5 Stabilization and Repair
project. This letter report has been prepared based on our discussions with representatives of MLA
Engineering, PLLC; data collected during our previous observation of excavations that wete conducted in
the vicinity of the project site; our familiarity with geologic conditions within the vicinity of the project
site; and our experience on similar projects. Authorization to provide the geotechnical engineering
services described herein was provided by Mr. Chris Keuss of the Port on October 31, 2007.
PROJECT BACKGROUND
Buildings Number 4 and 5 at the Harbor Square complex in Edmonds, Washington have
experienced differential settlement. At Building Number 4 (180 West Dayton Street), the differential
settlement has caused cracks to form in the concrete tilt -up panels that comprise the west side of this
building. At Building Number 5 (170 West Dayton Street), the northeast comer of the building has
settled at a rate greater than the remainder of the building. We understand that a total of 12 helical piles
will be used to stabilize the shallow foundations that support these two buildings. We also understand
that the helical piles, each of which will have a minimum axial capacity of 20 kips and a minimum length
of 20 feet (ft), will be contractor designed.
SITE HISTORY'
In 1994, GeoEngineers, Inc., on behalf of Union Oil Company of California (Unocal), developed
a historical summary for the area that is now occupied by the Harbor Square complex (GeoEngineers
1994). According to the 1994 report, some of the activities conducted at the site include the following:
ENVIRONMENTAL I GEOTECHNICAL I NATURAL RESOURCES
130 2nd Avenue South - Edmonds, WA 98020 - (425) 77&.0907 - fa( (425) 778-6409 - www.landauinc.com
SEATTLE - SPOKANE - TACOMA - PORTLAND
1924 to 1940s: Unocal operated a fuel storage and distribution facility (Union Oil Dayton
Street Depot) in the northern portion of the site. In later years, Unocal leased portions of the
site to several entities.
1948 to 1963: General American Transportation Company (GATX) operated a rail car
cleaning and maintenance facility in the northern and western portions of the site.
1958 to 1968: Joplin Paving Company operated an asphalt batch plant in the eastern portion
of the site. Lease provisions included disposal of asphalt and hot mix residuals outside of the
lease area but within current site boundaries.
Early 1960s: The eastern and southern portions of the site were filled with dredged sand and
gravel from the construction of the Port marina and possibly other sources.
0 1968 to 1978: Site use unknown.
0 1978: The Port purchased the property and leased it to Harbor Square Associates (HSA).
1983: The Port leased the property to HSA and HSA began phased development of the
existing Harbor Square complex. Several improvements/expansions have occurred since the
initial development, notably to the hotel and health and tennis club in the eastern portion of
the site.
Between 2004 and 2005, the Port conducted remedial activities at three areas within the Harbor
Square complex located near the 120, 170, 180, and 190 West Dayton Street bu ildings. The remedial
activities were conducted to address the removal and disposal of petroleum contaminated soils and debris.
In areas of the site where the impacted soil extends beneath the above -described buildings, the impacted
soil was left in place directly beneath and immediately adjacent to the building footprints. ,
GEOLOGIC SETTING
General geologic information for the project area was obtained from the DRAFT Composite
Geologic Map of the Sno-King Area, Central Puget Lowland, Washington (Booth et al. 2004), published
by the Seattle -Area Geologic Mapping Project (SGMP) at the University of Washington and the United
States Geological Survey (USGS). According to this geologic map, near -surface deposits at the project
site consist of wetland deposits. Further east of the project site, near -surface soils consist of pre -Frasier
deposits. Soils defined as pre -Frasier deposits generally exhibit relatively high shear strength as a result
of being glacially over -ridden.
South of the project site, an extensive wetland area is present (locally called the Union Oil
Marsh). We are aware from our other. work in the Port of Edmonds area that the wetland area was
originally much larger and that fill has been placed in most of the Port of Edmonds area to create the
current topography. Although the near surface soils in the project area are mapped as wetland deposits,
12113/07 11Edrndata\projectsN1 73k030\Fi1eRrnNR\B1dgs 4 and 5 Geo Ltrdoc LANDAu AsSOCIATES
2
fill associated with the previous filling of the wetlands to establish existing site grades is present across
the site.
ANTICIPATED SUBSURFACE SOIL CONDITIONS
Based on our knowledge of subsurface conditions in other nearby areas of the Port of Edmonds
and the results of field exploration programs and remedial activities that we previously observed in the
project area, the area in the vicinity of Buildings Number 4 and 5 is interpreted to be underlain by a
sequence of fill, beach/wetland deposits, and pre-Vashon age glacial outwash deposits.
The fill in the project area is anticipated to generally consist of brown, loose to medium dense,
gravelly, fine to coarse sand. In the vicinity of Buildings Number 4 and 5, we estimate that the fill
extends to depths of about 8 to 10 ft below the ground surface (BGS). From our previous experience with
fill in the Port of Edmonds area, we know that in areas the fill contains debris, including, but not limited
to, numerous railroad ties, other assorted wood debris, large pieces ofasphalt and concrete, sections of
metal and concrete pipes (some containing petroleum product), automobile parts, construction rubble, and
miscellaneous refuse.
Beach/wetland deposits, generally consisting of gray, medium dense, fine to medium sand with
occasional gravel and wood fragments, are anticipated beneath the fill. In areas, the beach/wetland
deposits contain a layer of peat that is up to about 3 ft thick. In the vicinity of Buildings Number 4 and 5,
we estimate that the beach/wetland deposits extend to depths of about 13 to 15 ft BGS.
Pre-Vashon glacial outwash deposits are expected beneath the beach/wetland deposits. The
glacial outwash deposits in the project area generally consist of very dense, gray, gravelly, fine to coarse
sand; fine to coarse sand with gravel; and fine to medium sand. Borings that we previously completed in
-the Port of Edmonds area, some of which have extended up to about 40 ft BGS, did not fully penetrate the
glacial outwash deposits.
ANTICIPATED GROUNDWATER CONDITIONS
Based on our knowledge of subsurface conditions in other nearby areas of the Port of Edmonds
and the results of field exploration programs and remedial activities that we previously observed in the
project area, we anticipate that the depth to groundwater in the vicinity of Buildings Number 4 and 5 is
generally about 7 to 8 ft BGS; however, in certain areas of the site and/or during certain times of the year,
the groundwater table may be located within about 2 ft of the ground surface. Furthermore, it is
anticipated that groundwater conditions will vary depending on local subsurface conditions, the weather,
tidal fluctuations, and other factors.
12/13/07 \\Edrndata\projects\1 73\030\R1eRrn\R\B1dgs 4 and 5 Geo Ltrdoc LANDAu AssocIATES
3
ENVIRONMENTAL CONSIDERATIONS
It is possible that petroleum contaminated soils and debris that were not previously cleaned up
could be encountered during construction of the proposed project. Consequently, the contractor should
exercise due caution when excavating existing soil to minimize the health hazard posed to all onsite
project participants.
LIQUEFACTION POTENTIAL
The Pacific Northwest is seismically active and the project site could be subject to ground
shaking from a moderate to major earthquake. Based on Landau Associates' site investigation for a
nearby project (Landau Associates 1995), the near -surface soil at the site are considered to be potentially
liquefiable. Liquefaction is defined as a significant rise in pore water pressure within a saturated soil
mass caused by earthquake -induced cyclic shaking. The shear strength of liquefiable soil is reduced
during large and/or long -duration earthquakes as the soil consistency approaches that of a semi -solid
slurry, which can result in reduction of foundation support and ground settlement. Deposits of loose,
granular soil below the water table are most susceptible to liquefaction.
Our assessment of liquefaction potential at this site considered the results of other borings within
the Port of Edmonds area that have encountered the fill and beach/wetland deposits. The available
groundwater information suggests that the base of the fill and the underlying beach/wetland deposits are
below the groundwater table. The results of the previous borings within the Port of Edmonds area
indicate that the density of the soil at the base of the fill and the beach deposits vary from loose to
medium dense. Previous liquefaction analyses for nearby projects (Landau Associates 2007) indicate that
looser portions of the fill and beach/wetland deposits below the groundwater table could potentially be
subject to liquefaction during a large seismic event, while other portions may be dense enough to resist
liquefaction.
In our opinion, a sufficient thickness of soil is present above the water table to preclude the
potential for shallow foundation failure due to liquefaction. However, this situation could lead to
localized zones of liquefaction during a large seismic event, which could result in differential ground
settlement.
FOUNDATION SUPPORT RECOMMENDATIONS
Helical piles may be used to stabilize and lift the portions of the foundations of Buildings Number
4 and 5 that have settled. The installation process is accomplished by securing special brackets to the
existing concrete foundation and then screwing a steel pile into the soil through each bracket. If
necessary, hydraulic jacks can be used at each bracket to lift the existing foundation back into place.
12/13/07 \\Edrndata\projects\1 73\030\Fi1eRrn\R\B1dgs 4 and 5 Geo Ltr.doc LANDAu AsSOCIATES
4
0 . . 0
Helical piles can be installed in limited access/low headroom conditions and do not require excavation of
soil or removal and disposal of spoils.
Helical piles are typically contractor designed using established installation torque to pile
capacity relationships. For this project, the design may assume the following soil profile in the following
table for the purpose of designing helical plies.
Depth
(ft)
Geologic Unit
Density
Soil Description
0 to 10
Fill
Loose to Medium Dense
Gravelly, fine to coarse sand (with debris)
Fine to medium sand Wth occasional
10 to 15
BeachNVefland Deposits
Medium Dense
gravel and wood fragments, and peat
layers up to about 3 ft thick
Gravelly, fine to coarse sand; fine to
15 to 40 ft
Glacial Outwash
Very Dense
coarse sand Wth gravel; and fine to
medium sand
It should be recognized that the actual subsurface conditions at the project site may be different
from those described above. This is particularly the case because project -specific borings were not
performed. As a result, the actual lengths of the helical piles may vary depending on the actual
subsurface conditions encountered during construction. We therefore recommend structuring the contract
documents to allow for pile length adjustments.
CONSTRUCTABILITY ISSUES
The contractor should be made aware that previous excavations in the vicinity of Buildings
Number 4 and 5 encountered numerous railroad ties, other assorted wood debris, large pieces of asphalt
and concrete, sections of metal and concrete pipes (some containing petroleum product), automobile
parts, construction rubble, and miscellaneous refuse. As a result, the contractor should be prepared for the
possibility of encountering obstructions during the installation of the helical piles. If obstructions are
encountered during the installation of helical piles, the contractor should either remove the obstruction or
modify the location of the helical pile. If it is necessary to modify the location of a helical pile to avoid
an obstruction, the project structural engineer should identify the new location. In addition, we
recommend adding language to the contract documents that discusses how obstructions, if encountered,
will be handled and paid for.
REviEw OF DOCUMENTS AND CONSTRUCTION OBSERVATIONS
We recommend that Landau Associates be retained to review the geotechnical-related portions of
the project plans and specifications to determine if they are consistent with the recommendations
12/13/07 AEdrndata\projecW1 73\030XFfleRrn\RkBJdgs 4 and 5 Geo Ltr.doc LANDAu AssocIATES
5
presented in this report. We also recommend that monitoring, testing, and consultation be provided
during construction to confirm that the conditions encountered are consistent with those anticipated, to
provide expedient recommendations should conditions be revealed during construction that differ from
those anticipated, and to evaluate whether geotechnical-related construction activities comply with project
plans and specifications, and the recommendations contained in this letter report.
USE OF THis LETTER PLEPORT
Landau Associates prepared this letter report for the exclusive use of the Port of Edmonds and
their design consultants for specific application to the design of the proposed Harbor Square Buildings
Number 4 and 5 Stabilization and Repair project in Edmonds, Washington. Use of this letter report by
others or for another project is at the user's sole risk. Within the limitations of scope, schedule, and
budget, our services have been conducted in accordance with generally accepted practices of the
geotechnical engineering profession; no other warranty, express or implied, is made as to the professional
advice included in this letter report.
The conclusions and recommendations contained in this letter report are based in part upon the
subsurface data we obtained from explorations completed for nearby projects and subsurface information
we gathered when the Port conducted remedial activities in the vicinity of Buildings Number 4 and 5.
There may be some variation in subsurface soil and groundwater conditions at the project site, and the
nature and extent of the variations may not become evident until construction. Accordingly, a
contingency for unanticipated conditions should be included in the construction budget and schedule.
If variations in subsurface conditions are encountered during construction, Landau Associates
should be notified for review of the recommendations of this letter report and revision of such if
necessary. If there is a substantial lapse of time between submission of this letter report and the start of
construction, or if conditions change due to construction operations at or adjacent to the project site, we
recommend that we review this letter report to determine the applicability of the conclusions and
recommendations contained herein.
12/13/07 \\EdrndataXprojects\1 73\030\Fi1eRrn�R\EMdgs 4 and 5 Geo Ltr.doc LANDAu AssocIATES
6
We appreciate the opportunity to provide geotechnical services on this project and look forward
to assisting you during the construction phase of the project. If you have any questions or comments
regarding the information contained in this letter report, or if we may be of further service, please call.
LANDAU ASSOCIATES, INC.
�� L41t4
Steven R. Wright, P.E.
Senior Associate
SRW/enw
12/13/07 \\Edrndata\projectsk1 73\030\Fi1eRrn\RkEMdgs 4 and 5 Geo Ltr.doc LANDAU ASSOCIATES
7
REFERENCES
Booth, D.B., B.F. Cox, K.G. Troost, and S.A. Shimel. 2004. DRAFT, Composite Geologic Map of the
Sno-King Area, Central Puget Lowland, Washington. Published by the Seattle -Area Geologic Mapping
Project (SGMP), University of Washington, and the United States Geological Survey (USGS).
GeoEngineers, Inc. 1994. Report of Geoenvironmental Services, Site History Summary, Harbor Square
Property, Edmonds, Washington. May 9.
Landau Associates. 2007. Report, Geotechnical Engineering Services, Jacobsen's Marine Facility,
Edmonds, Washington. Trepared for Jacobsen's Marine. December 5.
Landau Associates. 1995. Geotechnical Design Services, Proposed Marine Support Buildings, Port of
Edmonds, Washington. Prepared for Port of Edmonds. December 8.
12/13/07 \\Edrndata\projects\1 73\030\FiIeRrn\R\BIdgs 4 and 5 Geo Ltr.doc
D-I
LANDAu AssOCIATES
ITY OF EDMONDS
0
PUBLIC WORKS DEPARTPW FOR INSPECTION CALL 0 Permit ld'�' __G FIC
775-2525 Ext. -,51 Issue Date
SIDE SEWER PERMIT
PEP -MIT MUST BE POSTED ON JOB SITE
1. Address of Construction
2. Property Legal Description (include a"ll easements) ITREA --%.,IV 5
7;416ry-r P, AA
3. Single Family Residence Multi -Family No. of Units
Commercial RECEIVED
4. Owner and/or Builder
FO 5. Contractor & License No.
UU161W VY
6. Invasion into City Right -of -Way: No Yes (If Yes Right-0
way Construction Permit Required Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes No Easement required -
attach legal description and county easement number.
READ THE FOLLOWING AND SIGN:
a4
4 a. Property owners must obtain a permit to install side sewers on
>1 their property. A licensed side sewer contractor must be employed to
construct side sewers in the public right-of-way.
b. The side sewer contractor assumes full reponsibility for each
installation for one year.
�4 C. Commercial establishment requires a minimum of a six inch (6")
P4
z side sewer line.
0 d. Side sewers may not be installed closer than thirty inches (30")
U to any structure.
W 0
M e. Side sewer lines must be laid at a minimum grade of 2% (1.15
0 and maximum grade of 100% (450). 0
f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer 'line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible for right-of-way failure
due to poor compaction of fill.
k. Side sewer must be left uncovered until inspected and approved
by the City.
1. Inspection during normal working hours only. Two (2) working
days notice required.
DATE:
'I certify that I have read
and shall comply with the above
PERMITIFEE: on DISAPPROVED BY* Date:
UW of, I b�(P-rfe .2.S-.00 /,& -6 �L, B�yy�:Date: //7/7
CONNECTION FEE:
APPROVED By: Date: /,;0 It/M
rak PERMIT MUST BE POSTED ON JOB SITE
Side Sewer Drawing
the: -City of Edmonds EASEMENT NO . ..................
.......................
NEW CONSTRUCTION REPAIRS LID NO . .................. . ASMT. NO . ....................
OWNER e_.47� ------ ...............
CONTRACTOR ................. ---------- -_--------- ............... PERMIT NO.
JOB ADDRESS ............. --------- W.: ......... ............. LEGAL DESCR-IPTION: LOT NO . .......... 4 . ....................... BLOCK,NO . .....................................
..............................
---------------- - - — ---------- .. ...... ------
- 0_,N: ---
ruffuNb-S* -----------
NAME OF ADDITION ....................... ............................... TREATIM;7 _r P
NT..E,j,AnT.
...............
................
11
S..
PWW-0001-1 V75 (REVA 1/78)
Approved:
DATE .... ......... ........... ... lgl�l ::� ......
NAME:
SITE ADDRESS: DATE:
NCH
ZONING: P LA
PROJECT DESCRIPTION:
ALLOWED?)k:$el�5
USE(S) PROPOSED: alla— P -
LEGA� NONCO 170�`MlNd LANb-`USE DEERMINATION ISSUE (Y/N)
CUP File: IV n
ADB FILE #: �� ql-51 OR DATE WAIVED:
PLANS MATCH APPROVED PLAN: LeS'
PARKING:
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: Actual Provided:
SETBACKS:
Req-Wme—dSetbacks-,
Front:_Left S/dje: Right Side: Rear:
Actual Setbacks:
Front:_Left Side:_Right Side: Rear:
Street map checked for additional setback required? (Yes/No)
MAXIMUM FLOOR AREA:
Maximum Allowed: NIA Actual:
-7---
BUILDING HEIGHT:
Maximum Allowed: Actual Height:
Modulation Allowe Modulatlon Height:
Datum Point: ��-�—Datum Elevation:
LANDSCAPING:
Matches ADB approved:
Bond:
SUBDIVISION:
CRITICAL AREAS #:
#-.\jj1c3\pe=R^PLANDA0.D0C ( Over )
0 0
SEPA DETERMINATION:
SHORELINE REQUIRED?:
LOT AGGREGATION REQUIRED?.:.
OTHER:
cAfflo\parmAt^PLAN0Ac,D0C
CP)
6M�
tM
U
Uol
_:r
cc
>4=
LU cc
C/)
C�1-4
Ui
UiCY3
z z
CV
LU =
LIJ
01
LU
M
Lo
Ln
6
z
0
;3.
=r
a
46'-0" +/- East yard
/Gross bldg. ftprint 13,000 sf
/BNB International// Gallagher's Where U bre��
/B Occupancy/.. F2 Occupancy.\
/2,500 sf 4,200 sf
B B
/B Oct
/2 '50C
T-I
BO American Brewing Co'// //Sc�ubA 'Pup.,
17 Mixed Occupancy\ B Occupancy/
3,300 sf /.3,000 sf
w
Area of work,\
west half of Existing panking to remain
V) tenant I
C*4 pa unchanged, typ
z
off
20'-011
West yard
F-71
FC
04
9
zo
on Cooler
18'-0" +/- 1 24'-0"
'Silo Existing Building
180 W. Dayton St
i ler
Approximate outline
of ramp and loading
/,_I
pad to access cooler
Concrete housekeeping pad(s) to be
set below new cooler, chiller and silo./(Y
Top of pad elevations are to be
approximently 4" above existing/
building finish floor level to help avoid
high water during flood conditio!Ls)-
Note:
Dimensions are based on field measurements,
manufacturer data. I/
I I I
Site Plan
lot = 301-0"
Scale: Drawn By: Job Name: American Brewing
1 1. = 30'-0" Author Company
Date: Chk By: E3= architects ps Sheet Title:
12/23/13 Checker 18105 Sunset Way
Edmonds, WA 98026-M Site Plan
Rev No: Proj. No: 425.'nB.5400 Sheet No:
12491-00 A101.1
C f
ttp of (ebmonb. 5TW
DEPARTMENT OF BUILDINGS f I L&
PER International Building Code Section 11.
At: 180 West Dayton Street, #102 —Building-Permit #: BLD20100460
Occupancy established by this certificate: Dwelling Units: N/A No. Stories: 1
B/F2
Maximum, qqcupdnt'Load
Room -capacity si�ns,_whdh-r6qL
Building Owner: Port of Edmonds - 0 W. n 0-1r, Y,
THE American Brewing Co. H A B E E N f, I N j0%
S�
EDITION OF THE INTERNATIONAL BUILDING CODE AS.ADOP-T-ED BY
FOR WHICH THE PROPOSED OCCUPANCY IS CLASSIFIED.
F0
nstruction: VA I Basement: No
(Per IBC 1004)
�Mdst-remain Posted at a�11'times.
'mi r al W"
_'m67A'd av-Fdmnnds,-WA 98020
AS
P-Roy. b. _COM�PLYJNd WITH -.THE REQUIREMENTS OF THE 2009
I� HE GR
- 00ki ' - 60'P/AND: DIVISION OF OCCUPANCY AND THE USE
E0
BY:
This certificate shall be posted in a conspicuous public area and shall not be removed, mutilated or obscured nd�ll be maintainZd in �Iegiition at all times. Any change of occupancy or use requires a building permit and a new
Certificate of Occupancy issued by the City of Edmonds Building Official.
woo 0
&0
0", CITY OF EDMONO
1215"' Avenue North Edmonds, WA 98020
Fax- 425.771.0221 - Web: www.ci.edmonds.wa.us
-Phone: 425.771.0220
DEVELOPMENT SERVICEs DEPARTMENT: PLANNfNG DivISION
ADMINISTRATIVE DESIGN REVIEW
-STAFFDEasioN-
BLD20100992 Project Proposal:
Gallaghers' Where U Brew is moving into the site located at 180 West Dayton Street, Suite 105
and is applying for a new, non -illuminated, wall mounted sign.
Property Owner
Port of Edmonds
336 Admiral Way
Edmonds, WA 98020
Design Review Process:
Applicant
Gallaghers' Where U Brew
180 West Dayton Street, Suite 105
Edmonds, WA 98020
The proposed project requires a Design Review. Projects that remain under the SEPA threshold
are reviewed by staff with the building permit and the design review is considered an
administrative Staff Decision subject to the requirements of ECDC 20.60 (Sign Code) and is a
Type I decision pursuant ECDC 20.01.003.A.
Analysis:
I . Location. The project site is located at 180 West Dayton St, Suite 105. The site is zoned
CG — General Commercial through a contact rezone (R- 1979-4); however, conditions of th ' e
contract rezone state that signs willbe subject to the requirements of the BC zone. The
comprehensive plan designation for the site is Downtown Master Plan and is located in the
Downtown/Waterfront Activity Center overlay.
2. Sign type. The proposed sign is a non -illuminated wall mounted sign, which is a permitted
sing type in the Downtown/Waterfront Activity Center.
3. Size. Sites within the BC zone are permitted I squafe foot of sign area per lineal foot of wail
containing the main public entrance. Gallaghers' business space has 55 lineal feet of
frontage and is therefore permitted a maximum sign area allowed of 55 square feet. The
proposed wall sign is 26.2 square feet and compliant with the size requirements.
4. Color. The sign is composed of two parts. Gallaghers' is spelled out with gold letters with
blue highlights. Under Gallaghers' is a gold ribbon with Where U Brew spelled out in white
letters. The proposed colors are acceptable.
5. Height. Pursua ' nt to ECDC 20.60.030.B, the maximum height of a sign is 14 feet or the
height of the face of the building. The proposed sign will be placed above the business
located on the first floor and well below the face of the building which is compliant with the
height limits for wall mounted signs.
Page I of 2
Decision:
Based on the facts and conclusions of this report, staff finds that the design review for this
project (File No. BLD20100992) is APPROVED.
I have reviewed the application for compliance with the Edmonds Community Development
b
'r-
Lien, Planning Division
1-3-/(
Date
Appeals: Design review decisions by staff under the provisions of ECDC 20.12.030 are only
appealable to the extent that the applicable building permit or development approval is an
appealable decision under the provisions of the ECDC. Design review by staff is not in itself an
appealable decision.
Page 2 of 2
City of Edmonds .
Traffic Impact Analysis Worksheet
/"_=1 9-9 z
Name of Proposed Project: RESUB
AUG - 3 2010
,Owner/Applicant Applicant Contact Person: BUILDING DEPARTMENT
CATY OF EDMONDS
Name
I S-C' 4/' � +- f�I" �Jk'_ lox
Street/Mailing Address
9 f-0;_C>
city State zip
Telephone:
Me- .- i I �:-74 //�.'
Name
6 �L I q q e 1�--
Street/Mailing Address
A �/ /� f �ItI6
city State Zip
I . (1�'3 ) 2 q I 1-o
Telephone.
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
Firm Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
Project Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
1 and 7 only (Workshect/Checkliso
11. More than 25 peak -hour trips generated
AH sections
1. PROJECT DESCRIPTION
a. Location - Street address:. ;kV W,,r_0- iX X �-a, s4-ecd— L/r4,-,
_(Attach a vicinity map and site plan.)
b. Specify existing land use:
c. Specify proposed type and size of development: 3"746
(#of residential units andlor squarefootage of building)
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page I qJ'5
d. Date construction will begin and be completed: Re �1;
e. Define proposed access locations: (Alc-s*
f. Define proposed sight distance at site egress locations: /00 1- -F— -t'
2. TRIP GENERATION
Source shall be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
Land Use Daily (ADT)
PM Peak -Hour Trips
IN
OUT
b. Proposed Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
c. Net New Project Trip Generation Table:
Land Use
Daily (ADT)
PM Peak -Hour Trips
IN
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6)24110 E8 2 - Traffic Impact Analysis Worksheet Page 2 of 5
0 0
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was permitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
Units in
ITE Land Use Category Per Unit square feet,
Fee Rate # of dwelling,
I vfb. etc.
New Use
1,eo
$
X
3-760
PriorUse
X
Fee
New Use Fee: $ Prior Use Fee: $ ko 6
La
U NEW DEVELOPMENT qpri 'IVA
Units in
ITE Land Use Category Per Unit square feet, Fee
Fee Rate # of dwelling,
vft), etc.
New Use
U OTHER
FEE
X
TOTAL TRAFFIC IMPACT FEE 1 $
Engineering —Division Approval Date
' No impact fees will be due, nor will a credit be given, for an impact fee calculation resulting in a net negative.
Revised on 6124110 E82 - Traffic Impact Analysis W4r)rkvheet Page 5 of 5
C�
0
1z
STREET FIL:E]
PLANNING DATA
New Commercial / Multi -Family Projects
Name:
Date: 7-;t-b
Site Address: Igo
Plan Check #: BLD -
&19
Project Descript ion:
Use(s) Proposed:
Allowed Use: I NO)
CUP File Number:
To Allow What Uses:
Legal Nonconforming Land Use Determination Issued: (YES i NO)
Reduced Site Plan Provided: (YES I NO)
Zoning: 64 k-Li— 71�
Map Page:
Comp Plan Designation:
Corner Lot: (YES / NO)
Flag Lot: (f5S`/ NO)
AD13 File Number (date waived):
Lot Area:
Plans Match AD6 Approved: (YES NO)
Shoreline Required: (YES
Critical Areas Determination #:
El Study Required
11 Waiver
SEPA Determination:
_�*txempt
i��Needed (for sites with 500 cubic yards of grading or within 200 feet of Puget Sound or Lake
B�Ilinger_ Re_quires: (1) Fee, (2) Environmental Checklist, and (3) APO List with notarized form).
Required Setbacks
Street:
Side.
_7�
r:
Actual Setbacks
Street:
Side:
Rear:
Lot Coverage/FAR Required:
Lot Coverage/FAR Provi�qd-
Lot Coverage/FAR Calculations:
Building tlei�Fht,
Datum Point:
..-Datum Elevation>-,
Maximum Height:
Actual Height -
Subdivision:
Lot Aggregation Requiredf'
Landscaping
Landscaping -Matches ADB Approved:
Lan.ds'c"aping Bid Provided: (YES / NO)
Bond Amount (100% Bid):
Plan Review By:
PLANNING DATA
New Commercial / Multi -Family Projects
I FILE
CommercialEarkingAnalysis
Business Name
Type/Use
Parking
Ratio
Tenant
Area
Required
Parking
V-t r e-R., 'rla480
a.J
rotal Parking Required. -
Total Parking Provided:
Multi -Family Parking Anal is
# Bedrooms per Dwelling Unit
Parking Ratio
# Units
Required
Parkin_q_
Studio
1-2/D.U.
I Bedroom
1.5/D.U.
2 Bedrooms
1.8/D.U.
3 + Bedrooms
2.01D.U.
Total Parking Required.-
rotal Parking Provided. -
Plan Review By:
ISO
..
. . . . . . . . . . . . . . . . . .
. . . . . . . .
. . . . . .
1010 If
T- KOHOUT
11711
- INSURANCE-9
:sHORiELIN'1�
"a 106
15V IN AKINIhirs .206 "Z 737.'FAX -542-3677--1-84
Project Name: Kohout Insurance
Address: 180 W. Dayton Edmonds, WA.
Date: 9/23/97 Scale: 1/4"=I'O" Design#:
ADDroved bV. I Date:
Designed by.
Drawn by:
3
7.:
Y'770 /V
m
a
14:
z
z
PLANNING DATA STREET=FILE
-- Signs --
Name:
Date: m Aa � A > C.
Site Address: N %r-) W.
ZhWA�� (-4r,
Plan Check#: BLD-2006-
- ��M ak,cn
Project Description: :n6N Xe- -�P- ke-4ern*..
Reduced Site Plan Provided((YES)
NO)
Zoning: C&
Comprehensive Plan Designation:
/ , V'� V
Map Page: QDQ
I Corner Lot: CqEl NO)
Flag Lot: (YES /UO
ADB File # (or date waived):
/bG
F&
TOTAL Area per Type of
Matrix
Allowed
TOTAL sign
Type of Sign
Allowed in
zone?
conditions
area per
Unit
area
allowed for
Proposed
sign area
met?
unit
this sign
Example
wall wlInternal
Illumination
Yes, with
condwons
Yes
I sq. ttllineal
It. attached
41 ft. attached
wall
41 square feet
20 square feet
wall
Sign #1
LD/0
di
#A
-e-1
Sign #2
Sign #3
TOTAL Sign Area for TenantlSlte
Max Permitted: d3
Previous Total:
0
Proposed Total: kC
1 0.
ght
Sign Hei
Sign Type:
Ve, a
Max Permitted:
C'V
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Llghtln_q
Sign Type:
Proposed: e—
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
0 PLANNINGDATA
0 11 STREETF=ILE
-- Sign5 --
Sign Colors
Proposed:
Acceptable? e- S
Requires ADB Approval? Y\ 0
t
-Sign Location
If freestanding and 3-feet or over (unless a fence) meets setbacks?
NIA
Required Setbacks
Street:
Sid
Rear:
Actual Setbacks
Street:
[��e:
Side:
Rear:
Lam�V for Freestanding
Signs
Size: WA
Location:
NJIA
Critical Area's Determination #: N/A
El Study Required
El waiver
Other
Plan Review By:
Lea; I Aqcrintlinn
C;lr-- V%�Y. r-4 14-Z
P-P
1,34
AEE� t-2-.. CF!>q-'
oea t-7
&i--"- OF=-
r-j
1-7' V�� V 1 co,
Ir-J
.SITE PLAN HARBOR SGUARE
-. r
e design.. R'Odlf'"t
My request for alternat deviatI011
administrative
variance Or., other I fTorn adOlPted co(Acsl
variance') Glf'"'ly
(hereinafter or policies must be We
ordinances in writing and be called out
requested fees for such request Shall
processing a- d u'P
identified. il and sball be p -0"
stablished by COunc
be e efundable-
submittal and are non-r lat or plan cOn"'llng
val Of any P code and
2) ApPrO whichdo "OtcOrnply with city
provisions has not been sPec
for which a vanance ons-dered by
idejjtjfied� requested and c w! C
icial in accOrdance W1
approp,nate city off, f city code or state law
ate provision 0 sp, 'ficatiov.
appropri � s not to code
not approve any item
CITY OF- EDMONDS
BULDING DEPARTMENT
WORK-40A&
A D D R E S S 40,10
OWNER
APPROVEDDAT2
BLDG. 0FF&'C!A
PERPAh NUPOBER
A
RECEIVE:D
DEC 13 2906
BUILDING DEPT.
S12REET F11 F
0
PORT
OF
E D M 0 N D S
336 Admiral Way - Edmonds, WA 98020-7214 - (425) 774-0549 - (425) 774-7837 FAX
April 7, 2005
RECEIVED
APR 11; M
Mr. Jaime Hawkins ENGINEEMNG DIVISION
City Engineering Inspector
City of Edmonds
121 5th Avenue North
Edmonds, WA 98020
RE: CLOSURE OF CITY OF EDMONDS PERMITS
GRADING PERMIT# 2004-6678 AND PARKING LOT RESTORATION PERMIT# 2004-0833
Dear Mr. Hawkins:
This correspondence has been prepared per your request regarding the Harbor Square
Remediation Project. Landau Associates (on behalf of the Port) supervised a remedial action at the
Harbor Square complex, during the period from August. 2004 to March 2005. The goal of the
remedial action was to excavate as much petroleum -impacted materials as possible while maintaining
public and commercial access to the complex. In. preparation for soil removal activities, Landau
Associates obtained - the:above referenced permits, from .the., City of Edmonds (City). _: ..The permits
reference the Removal Action Plan (RAP) which states that, upon completion of excavation
activities, the remediation areas will be backfilled and then finished with a 4-inch thick lift of asphalt.
Two areas were excavated at the Harbor Square complex. One of the three excavated areas
was finished with a 4-inch lift of asphalt. '17he scope of the remedial action has increased and more
excavation is scheduled for summer 2005. At the request of the building owner, the Port agreed to
install a 2-mich lift of asphalt in the second excavated area in anticipation of the additional
excavation activities. Upon completion of the additional excavation activities, the Port plans to
install another 2-inch lift (for a total of 4-inches) in the remaining area. Small temporary asphalt
ramps were inst ed to alloiv for a more smo-oth transition from. the undisturbed sur-ro=ding a-rea
to the 2-inch asphalt layer.
In March 2005, David Nelson of Landau Associates contacted the City of Edmonds
Engineering, Building, and Planning Departments to inspect the excavation areas and review the
permits. City inspections were conducted on March 4, 2005. Mr. Nelson was contacted by you via
telephone on March 10, 2005 regarding the inspections and ' permits. A summary of my
understanding of the contents of that conversation is as follows:
Due to the lack of a total of 4-inches of asphalt,cover in -one excavation area, the
::,".restoration, requirements of the permits were not met.
The temporary asphalt ramps currently at the site will need to be removed.
0 1 0
Page Two
One of the handicap -capable parking stalls adjacent to the 180 W. Dayton Street building
was too wide and did not meet City standards.
The City Engineering and Building Departments have signed off on the grading and
asphalt permits with the understanding that 1) the Port plans remove the ramps and
install a total of 4 inches of asphalt in the entire area excavated after additional
excavation activities are completed and 2) the width of the aforementioned handicap -
capable parking stall will be corrected once final asphalting is completed.
The Port will need to obtain a new combination grading and site restoration permit prior
to additional excavation activities (scheduled for surnmer 2005).
I hope that the information provided herein will be sufficient for your records. We will
continue to keep the City informed as to the progress of the Harbor Square Phase I Remedial
Action. If you should require additional details regarding our plans for additional excavation
activities, please respond to this letter at your earliest convenience.
Sincerely yours,
Christopher W. Keu CMM
Executive Director
cc: Janine Graff, City of Edmonds Building Inspector
Steve Bullock, City of Edmonds Planning Department
0
February 15, 2005
City of Edmonds
Development Services
121 5th Avenue North
Edmonds, Washington 98020
Attn: Jeannine Graf
RE: GRADING PERMIT EXTENSION REQUEST
HARBOR SQUARE GRADING PERMIT No. 2004-0678
Dear Ms. Graff-
wes'v QkJA-PN
LANDAU
ASSOCtATES
RECEIVED
FEB 14 2005
PERMIT COUNTER
As you discussed with David Nelson of Landau Associates on February 14, 2005, the Port of
Edmonds is conducting a soil removal action at the Harbor Square complex located at 180 West Dayton
Street. Landau Associates is providing oversight for the soil removal and site restoration activities and
has been issued Grading Permit No. 2004-0678 by the City of Edmonds for the project. The project
duration was originally estimated to be approximately 6 to 8 weeks, beginning at the end. of August 2004.
Several unforeseen circumstances contributed to the extended duration of the project. The key factors are
as follows:
The overall areal extent of the excavation areas has increased by approximately 200 percent.
The additional excavation area is warranted based on the observations of petroleum impacts
beyond the anticipated excavation boundaries.
There are numerous active underground utilities in the area. In order to ensure that none of
the utilities was interrupted and to maintain site worker safety, excavation around or under
these utilities has been a slow process. Some excavation around utilities was expected;
however, the presence of previously unidentified utilities and the need to excavate a larger
area has required additional excavation around or under utilities.
0 The excavation of soil in Remediation Area I extended to the east and under a water main. In
order to excavate impacted materials, a section of water main was removed and replaced. All
activities related to the removal and replacement of the water main have been conducted in
conjunction with the City of Edmonds permit requirements.
0 Our original timeline for this project anticipated completion by late summer/early fall, when
the groundwater elevations and precipitation volumes would be at their lowest. The project
timeline has extended into the winter. The "wet season" has caused excavation delays as the
contractor has managed water issues in the excavation areas
The latest schedule from the contractor estimates the project will be completed, with the
exception of the final placement of asphalt, by February 18, 2005. The final asphalt paving work is
scheduled to be completed by February 25, 2005. Grading Permit No. 2004-0678 expires on February 16,
ENVIRONMENTAL I GEOTECHNICAL I NATURAL RESOURCES
130 2nd Avenue South - Edmonds, WA 98020 - (425) 778-M7 fax (425) 778-6409 - www.landauinc.com
SEATTLE - SPOKANE - TACOMA PORTLAND
2005. We are requesting that the permit expiration date be extended to February 25, 2005 to
accommodate the project schedule. Please contact me at your earliest convenience by telephone or e-mail
(Mpowers @1andauinc.com) to indicate if the City of Edmonds can accommodate this request, or contact
me if additional permit fees or submittals will be required.
LANDAU ASSOCIATES, INC.
Martin T. Powers, P.E.
Project Manager
MTP/ccy
No. 173025.010.012
ie5'11n
02/15/05 S:\WPROC\l 73\025\01 2\Grading Permit Extension Requestltr.doc 2 LANDAu AssocIATES
I R. AoNNETTENGiNA-juNG
CIVIL & STRUCTURAL ENGINEERINGICONSULTING
9306 N. NEWPORT HIGHWAY
SPOKANE, W4. 99218
(509) 468-7626
April 23, 1999
Gary Scrivner
Easy -Up Storage Systems
8731 S 212th
Kent, WA 98031
RE: Seismic Anchoring for Storage Racking for:
Compendium
180 *M W. Dayton _/,0Z
Edmonds, Wa 98020
(JRBE Job # 99130.20)
Dear Gary,
A*
10-1111440p,
ow ftr
O,p
C
$64 0' �q ES
Review of the information relating to the storage racking at the above location revealed one basic geometry and
loading condition, which has been identified as type A. This situation is illustrated within the attache s mi
analysis.
0 t ac pe an
Based on the information you provided, calculations fav n(e!RnnV11,j7jtyT�U1 ak;cisndiction
with respect to overturning due to lateral seismic forc4a , �' C
I a
It has been determined that the racking will require baTeMife and anchoring per sheet 6 of the attached seismic
analysis. This method of anchoring will accept a resistive force deemed adequate per the 1997 Uniform Building
Code requirements for seismic loading with respect to overturning.
Please contact us if you have any question.
Sincerely,
J.R. Bormett Engineering
E.I.T.,
Amy Ri g
I V8��
'!�ZONAL
1EXPIRES. 10-3-00 f I
J.R. BONNETT ENGINEERING
9306 North Newport Highway
SPOKANE, WA 99218
TEL: (509) 468-7626
PAY@ tr%nGl ARR-7=W
JOBNAME COMPENDIUM
SCOPE OF WORK
JOB —1 -1 1 DO %f 4r— L.4 vv r V1 rv-r4 U I L4 1vt
SHEET NO. OF
CALCULATED BY . L
_DATE
CHECKED BY DATE
SCALE
Determine the anchorage and baseplate requirements of the storage
racking subject to Seismic Zone III loadings per the 1997 Uniform
Building Code. All racking components have been designed by others
and is beyond the scope of this analysis.
DESIGN PARAMETERS
CONCRETE SLAB TIUCKNESS - 4.0 inches
CONCRETE fc - 2500.0 psi
ALLOWABLE SOEL BEARING PRESS. - 2000.0 psf
STEEL PLATES (A36) Fy - 36.0 ksi
RAWL-STUD EXPANSION ANCHORS OR EQUAL
Seismic Analysis: 97 UBC 1630.2
Seismic Zone 3
V = (2.5*Ca / R)*I*W
Z 0.30
1 1.0
Ca 0.36
R 4.4
(2.5*Ca / R)*I= 0.20
F, 1.40 (Working Stress Reduction Factor)
P 1.0 (Redundancy/Reliability Factor)
C, = (2.5*CA)*I* r/F,, 0. 15 (Adjusted Seismic Coef.
v = 0.15 W
Pi = V * (Wi*Hi)/SUM(Wx*Hx)
SEE SHEETS 2. J �;
FOR MORE LOADING INFO.
JOB C1013010-�() COMP&NDIUM
J R. BONNETT ENGINEERING SHEET NO. -2-
9306 North Newport Highway OF
SPOKANE, WA 99218 CALCULATED BY DATE
TEL: (509) 468-7626 CHECKED BY DATE
FAX: (509) 468-7534
SCALE
+ 12'— 0 11 A. F. F
OL +6'-0" A. F. F
I-F
3500#
RACK ELEVATION (TYPE A)
JOB
J R BONNETT ENGINEERING SHEET NO.
�306 North Newport Highway OF
SPOKANE, WA 99218 CALCULATEDBY. DATE
TEL: (509) 468-7626 CHECKED BY DATE
FAX: (509) 468-7534
SCALE
INPUT DATA
RACK TYPE
DEPTH OF RACK =
# OF SHELF LEVELS
PALLET "A"
CASE I - ALL LEVELS LOADED
3.67 FEET
2.0
# Wi Hi
WxH
Pi . m
(kips) (feet)
(kip-ft)
(kips) (kip-ft)
1 3.50 12.00
42.00
0.682 8.18
2 3.50 6.00
21.00
0.341 2.05
7.00
63.00
1.02 10.23
Mot 1. 15 *SUM (M)
11.76 kip-ft
Mres. SUM(W)*D/2
12.83 kip-ft
DOWNLOAD (Mot + Mres.)/D
6.71 kip
UPLIFT = (Mot-Mres.)/D
-0.29 kip
_Q
J.R. BONNETT ENGINEERING
9306 North Newport Highway SHEET NO. OF
SPOKANE, WA 99218 CALCULATED BY DATE
TEL: (509) 468-7626 CHECKED BY DATE
FAX: (509) 468-7534
SCALE
CASE 11 ALL LEVELS LOADED EXCEPT BOTTOM
# Wi Hi
WxH
Pi m
(kips) (feet)
(kip-ft)
(kips) (kip-ft)
1 3.50 12.00
42.00
0.511 6.14
2 6.00
3.50
42.00
6.14
Mot 1. 15 *SUM M
7.06 kip-ft
Mres. SUM(W)*D/2
6.42 kip-ft
DOWNLOAD (Mot + Mres.)/D
3.67 kip
UPLEFT (Mot-Mres.)/D
0. 17 kip
J.R. BONNETT ENGINEERING
_A2L 9306 North Newport Highway
SPOKANE, WA 99218
TEL: (509) 468-7626
71— PAY@ ir%nG% AR11-7ROA
BASEPLATE CASE IV
RACK TYPE: PALLET
"A"
MAX DOWNLOAD
6.71 kips
MAX UPLEFT =
0. 17 kips
COLUMN DIMENSIONS
X =
3.00 inches
Y=
1.63 inches
PLATE DIMENSIONS
X =
8.00 inches
Y=
5.00 inches
SLAB TMCKNESS
4.0 inches
Fc =
2500 psi
SOEL BRG
2000 psf
Fy =
36 ksi
SLAB ANALYSIS
Ft=3.5*SQRT(F'c)
175.00 psi
S =
32.00 in A3
Ma
466.67 V
SOIL BRG
2666.67 psf
M =
1/2(SOEL)LA2
Imax
7.10 inches
SOIL Areqd =
2.52 feeO2
* slab =
22.20 inches
* slab =
19.20 inches
SOIL A prov =
2.96 feetA2
SLAB OK
BASEPLATE ANALYSIS
IRYpLw/t=
S=
Fb =
Mpl, =
Mpl, = 1/2*fp*IA2
Apl, = x * y
le max =
a prov. =
b prov. =
a eff. =
b eff. =
leff=
ApL eff. =
fp = P/A =
Mpl, =
t req'd
BASEPLATE OK
JOB COMP&Nbj�M
SHEET NO. OF
CALCULATED BY PIL& DATE --qj -jj_
CHECKED BY DATE
SCALE
Lmax
Xslab
XPI
IM7
Lmax
X P1
a prov
a eff
0.375 inches 31,b" x 5
0.023 in.A3 75)eb D-
36.0 ksi
0.844 kip"
4.718 inches
2.500 inches
1.688 inches
2.500 inches
1.688 inches
2.500 inches
40.000 inchesA2
0.168 ksi
0.524 kip"
0.296 inches
I W,
J013-
J R BONNETr ENGINEERING SHEET NO.
�306 North Newport Highway OF
SPOKANE, WA 99218 CALCULATED BY DATE -qt_JJL_
TEL: (509) 468-7626 CHECKED BY DATE
FAX: (509) 468-7534
SCALE
'R Is
BASEPLATE DETA
1/2"=l"
41 N
IL (TYP E A)
Page 4 of 10
ANCHOR AL BLE SHEAR A ND TENSION VALUES (Pounds)'As
TABLE NOJ"AWL-STUD
_=
l", = 4M psi
1". c 6M
c 2000 PS
Tension
7:--j
Tension
Te
on
ANCHOR
DIAMETER
EMBEDMENT
DEPTH
INSTALLATION
TOROU
To UF
With 4
i� "Insp.3
Shear
Wfth
P,
Sp. Insp.,
S In
pr
Vithout
t"T
SP. Insp.
S1 R!__ P
Shear
St.,
spwiTosrp
%V11houl
e, I.?
Shear
(Inches)
(Inch-)
Lb
(Ft. Lbs
Sp. Insp
210
365
_2�r_547
51
—
285�
CqA
520
pri
1/4
11/8
8
8
-
420
—
530
265
415
645
3Z)
---
1/4
1 2
8
680
340
4-80
---
720
360
520
7-65
—
380
520
—
2
__r8
8
-
890
��5
9-60
_T0_30
—
515
1 5 '
_T_
1040
_T_
520
1450
_2
28
975
490
1065
C075
540
355
100
—13-
-
530
1480
28
1200
600
1350
1200
6-00
—F5-10
35
665
—
1560
—1/2
28
—6--
1630
815
-T-
600
_T6_55
—8 30
76-55
--261-5
830
-TO-05
1745
2/4
0
—F7-85
=90
1655
--To 1 _5
—
_T005
IBM
—12-45
1825
1/2
3
60
--F98-5.
- 995
1725
2485
—F24-5
18-85 - -
1930
--T/;—
4
—2/4
60
1910
,
955
15
_F__
090
1045
21
—
1050
—
-7445
2525
3
90
2345
Fl 70
2305
--1-270—
—2-420
2T90—
—T52-5
_F76_5
2595
5/,
—7/T—
4
—5
90
—2755
—
1375
.2375
—
2890
1445 .
2T8-5
—
_T8_80
--F94-0
2566
9-0
'175
—1345
3665
2 5
1345
3665
3815
4510
__T/_4
5
175
_T7_15
F8-55—
3945
_T9:9—
—Z5-
7-F96-0
—22R-5—
4280
—465
4945
2425
_F
720
4940
6
.175
4345
_T1_75
4115
7
—T95-5
—F98_0
5
—
5W
_Z2_0
—14-10
—
4
25-0
3085
—3575
1540
'W5
2F5_
_T_
69
_41
/2
250
—
__�5_60
1790
—33-05—
26-55
—3055
__5T/_,
�_
250
_jT7_0
2280
_T00_0
2500
(9-5--920
41/2
300
—4565
1735
—
5680
2840
3755
51/2
_3
00
2285
—C36-5—
-TI—So
—5-
3900
—21T
6/2
300
—
941
2920
—9-3-0
3415,
--F75-0
_Z3_75
I lr4
450
2530
7
35M
�55
—
4525
—11/4
=7
450
qM
2530
concrew having the designated ultimate compressive strength
'Thc tabulated
shear and tensile
values arc for anchors installed
in stone-aggre gate
at the time of insullatiOn-
am for anchors installed a minimum of 12 diameters on center and a minimum edge distance of six diameters for 100pe
21U edge distance. provided the
ment
valu are
es
tabulated values
anchor efficiency. Spacing and edge distance my be reduced to six-diarncter spacing and three -diameter
wW edge margins.
reduced 50 per=L Linear interpolation my be used for intermediate spacings
anchors am installed without special inspection as set forth in section
306 of the code.
nbcse tension values am
applicable only when the
are installed with special inspection as set forth in Section 306 of the code.
4Miese tension values am applicable when ft anchors
allowable loads may riot be increased for duration of loading such as for wind or seismic loads.
TABLE NO. lit—RAWL STEEL DROP -IN ALLOWABLE
SHEAR AND TENSION VALUES (Pounds)IXS-6
t. c4Mpsl
T*nslon
ANCHOR
DIAMETER
HOLE
SIZE
EMBEDMENT
DEPTH
With
special
Yntho1A
k S
S
Shear
Onchas)
onch-)
'-p-Z
(Inches)
—1/4
1/8
11/4
850
425
455
/2
fm
&M
1055
—1/
2
5/,
251—,—
2250
1125
1660
---T/—,
_3
2615
t34
1310
�1740
3100
—
—3'/2
80J
1 4400
IThe tabulated shcar and tensile values are for anchors installed in stonc-aggregate concrete
having die designated ultimate compmssivc strength at the time of installation.
2'17hc tabulated values are for anchors installed a minimum of 12 diameters on center and a
(of IW anchor efficiency. Spacing and
minimum edge distance o(six diameters percent
distance may be reduced to six-diamcter spacing and threc-diameter edge distance.
edge
provided the values are reduced 50 percent - Lincar interpolation may be used for intcnne-
diate spacings and edge margins. pocial in-
are applicable only when the anchors am instal led without s
nbcsc tension values
as set forth in Section 306 of the code.
spcction inspection
47besc tension values arc applicable when the anchors am installed with special
as set forth in Section 306 of the code.
5,M allowable loads may no(bc increased (or duration of loading such as for wind or scis-
mic loads.
ifnw Drop -in anchor must be completely embedded within the concrete.
0
APPENDIX
CHAP. 16, DIV. IV 1997 UNIFORM BUILDING CODE
1630.1.2
1630.3.2
and strength of elements, which are significant to the distribution
of forces, and shall represent the spatial distribution of the mass
and stiffness of the structure. In addition, the model shall comply
with the following:
1. Stiffness properties of reinforced concrete and masonry ele-
ments shall consider the effects of cracked sections.
2. For steel moment frame systems, the contribution of panel
zone deformations to overall story drift shall be included.
1630.13 PA effects. The resulting member forces and moments
and the story drifts induced by PA effects shall be considered in
the evaluation of overall structural frame stability and shall be
evaluated using the forces producing the displacements of AS. PA
need not be considered when the ratio of secondary moment to pri-
mary moment does not exceed 0.10; the ratio may be evaluated for
any story as the product of the total dead, floor live and snow load,
as required in Section 1612, above the story times the seismic drift
in that story divided by the product of the seismic shear in that
story times the height of that story. In Seismic Zones 3 and 4, PA
need not be considered when the story drift ratio does not exceed
0.02/R.
1630.2 Static Force Procedure.
1630.2.1 Design base shear. The total design base shear in a
given direction shall be determined from the following formula:
V = C" I W (30-4)
R T
hear need not exceed the foll6win
2.5 C. I W (30-5)
R -
The total design base shear shall not be less than the following:
V = 0.11 C. I W (30-6)
In addition, for Seismic Zone 4, the total base shear shall also
not be less than the following:
V __ 0.8 ZN, I W (30-7)
R
1630.2.2 Structure period. The value of T shall be determined
from one of the following methods:
1. Method A: For all buildings, the value T may be approxi-
mated from the following formula:
T = C' (h")314 (30-8)
IVMRE:
Ct = 0.035 (0.0853) for steel moment -resisting frames.
Ct = 0.030 (0.0731) for reinforced concrete moment -resist-
ing frames and eccentrically braced frames.
Ct = 0.020 (0.0488) for all other buildings.
Alternatively, the value of Ct for structures with concrete or ma-
sonry shear walls may be taken as 0.1/ FA, (For SI: 0.0743/ FA,
for A, in m2).
The value of A, shall be determined from the following for-
mula:
A, = YA, [0.2 + (D,lh ")21 (30-9)
The value of Dlh, used in Formula (30-9) shall not exceed 0.9.
2. Method B: The fundamental period T may be calculated us-
ing the structural properties and deformational characteristics of
the resisting elements in a properly substantiated analysis. The
analysis shall be in accordance with the requirements of Section
1630.1.2. 'Me value of T from Method B shall not exceed a value
30 percent greater than the value of T obtained from Method A in
Seismic Zone 4, and 40 percent in Seismic Zones 1, 2 and 3.
The funda mental period T may be computed by using the fol-
lowing formula:
n
2) (g Zii)
T = 2A Wi 8i (30-10)
The values of fi represent any lateral force distributed approxi-
mately in accordance with the principles of Formulas (30-13),
(30-14) and (30-15) or any other rational distribution. The elastic
deflections, 8, shall be calculated using the applied lateral
forces,fi.
1630.2.3 Simplified design base shear.
1630.2.3.1 General. Structures conforming to the requirements
of Section 1629.8.2 may be designed using this procedure.
1630.2.3.2 Base shear. The total design base shear in a given
direction shall be determined from the following formula:
3.0 C.
V R W (30-11)
where the value of C, shall be based on Table 16-Q for the soil pro-
file type. When the soil properties are not known in sufficient
detail to determine the soil profile type,,Type SD shall be used in
Seismic Zones 3 and 4, and Type SE shall be used in Seismic'Zones
I 2A and 2B. In Seismic Zone 4, the Near -Source Factor, N,', need
not be greater than 1.3 if none of the following structural irregular-
ities are -present: Type 1, 4 or 5 of Table 16-1, or lype 1 or 4 of
Table 16-M.
1636.2.3.3 Vertical distribution. The forces at each level shall
be calculated using the following formula:
F. = 3.0 C. (30-12)
R
where the value of C,, shall be determined in Section 1630.2.3.2.
1630.2.3.4 Applicability. Sections 1630.1.2, 1630.1.3, 1630.2.1,
1630.2.2,1630.5, 1630.9,1630.10 and 1631 shall not apply when
using the simplified procedure.
EXCEMON: For buildings with relatively flexible structural
systems, the building official may require consideration of PA effects
and drift in accordance with Sections 1630.1.3, 1630.9 and 1630.10. A,
shall be prepared using design seismic forces from Section 1630.2.3.2.
Where used, Am shall be taken equal to 0.01 times the story
height of all stories. In Section 1633.2.9, Formula (33-1) shall read
3.0 C.
Fp., = -R wp., and need not exceed 1.0 C,, wp, but shall not be
less than 0.5 C, wp, R and Q, shall be taken from Table 16-N.
16303 Determination of Seismic Factors.
1630.3.1 Determination of Q,. For specific elements of the
structure, as specifically identified in this code, the minimum
design strength shall be the product of the seismic force over -
strength factor Q, and the design seismic forces set forth in Sec-
tion 1630. For both Allowable Stress Design and Strength Design,
the Seismic Force Overstrength Factor, Q, shall be taken from
Table 16-N.
16303.2 Determination of R. The notation R shall be taken from
Table 16-N.
2-14
1997 UNIFORM BUILDING CODE
CHAP. 16, DIV. V
1636
1636.2.6
Division V--SOIL PROFILE TYPES
SECTION 1636 — SITE CATEGORIZATION
PROCEDURE
1636.1 Scope. This division describes the procedure for deter-
mining Soil Profile Types SA through SF in accordance with Table
16-J.
1636.2 Definitions. Soil profile types are defined as follows:
SA Hard rock with measured shear wave velocity, V,> 5X0
ft./sec. (1500 m/s).
SB Rock with 2,500 ft./sec. < V, :5 5,000 ft./sec. (760 nx/s <
VS :5 1500 M/S).
SC Very dense soil and soft rock with 1,200 ft./sec. < V, <
2,500 ft./sec. (360 m/s V, 5 760 m/s) or with either
TV > 50 or Y. �-_ 2,000 psf (100 kPa).
SD Stiff soil with 600 ft./sec. 5 v, :5 1,200 ft./sec. (180 m/s
:5 v,:s 360 m1s) or with 15 _-_� N:5 50 or 1,000 psf :5 Y.
:5 2,000 psf (50 kPa :5 Y, :s 100 kPa).
SE A soil profile with V, < 600 ft./sec. (180 m/s) or any pro-
file with more than 10 ft. (3048 mm) of soft clay defined
as soil with PI > 20, w,,c �-_ 40 percent and s. < 500 psf
(25 kPa).
SF Soils requiring site -specific evaluation:
1. Soils vulnerable to potential failure or collapse under seis-
mic loading such as liquefiable soils, quick and highly sensitive
clays, collapsible weakly cemented soils.
2. Peats and/or highly organic clays [H > 10 ft. (3048 min) of
peat and/or highly organic clay where H = thickness of soil].
3. Very high plasticity clays [H > 25 ft. (7620 mm) with PI >
75].
4. Very thick soft/medium stiff clays [H > 120 ft. (36 580
EXCEMON: When the soil properties are not known in sufficient
detail to determine the soil profile type, Type SD shall be used. Soil Pro-
�file 1�ype SE need not be assumed unless the building official deter-
mines that Sod Profile Type SE may be present at the site or in the ev ent
that Type SE is established by geotechnical data.
I - - - Typ
The c—rife"Ra Tset fo�_jn ffi`e'jefinitj-0-nT0'r-� Profile e SF
requiring site -specific evaluation shall be considered. If the site
corresponds to this criteria, the site shall be classified as Soil Pro-
file Type SF and a site -specific evaluation shall be conducted.
1636.2.1 V. Average shear wave velocity. V, shall be deter-
mined in accordance with the following formula:
n
Idi (36-1)
Vs fdi
WHERE:
d, = thickness of Layer i in feet (in).
v,i = shear wave velocity in Layer i in ft./sec. (m/sec).
1636.2.2 TV, average field standard penetration resistance and
XcH, average standard penetration resistance for coliesionless
soil layers. ffand TVCH shall be determined in accordance with the
following formula:
and
n
I di
i=l— (36-2)
n di
N1
d� (36-3)
HCH d
WHERE:
di = thickness of Layer i in feet (mm).
d, = the total thickness of coliesionless soil layers in the top
100 feet (30 480 min).
Ni = the standard penetration resistance of soil layer in
accordance with approved nationally recognized stand-
ards.
1636.23 Y., Average undrained shear strength. Y, shall be
determined in accordance with the following formula:
d,
Su (36-4)
d
Si
WHERE:
dc the total thickness (100 - ds) of cohesive soil layers in the
top 100 feet (30 480 mm).
S,,i the undrained shear strength in accordance with
approved nationally recognized standards, not to exceed
5,000 psf (250 kPa).
1636.2A . Soft day profile, SE. Ile existence of a total thickness
of soft day greater than 10 feet (3048 mm) shall be investigated
where a soft clay layer is defined by s. < 500 psf (24 kPa), w,, �_-
40 percent and P1 > 20. If these criteria are met, the site shall be
classified as Soil Profile Type SE.
1636.2.5 Soil profiles SC, SD and SE. Sites with Soil Profile
Types SC, SD and SE shall be classified by using one of the follow-
ing three methods with V, TV and Y. computed in all cases as speci-
fied in Section 1636.2.
1. V, for the top 100 feet (30 480 mm) (V, method).
2. N for the top 100 feet (30 480 mm) (N_ method).
3. TVCH for coliesionless soil layers (PI < 20) in the top 100 feet
(30 480 mm) and average Y. for cohesive soil layers (PI > 20) in
the top 100 feet (30 480 mm) (Y. method).
1636.2.6 Rock profiles, SA and SB. The shear wave velocity for
rock, Soil Profile Type SB, shall be either measured on site or esti-
mated by a geotechnical engineer, engineering geologist or
seismologist for competent rock with moderate fracturing and
weathering. Softer and more highly fractured and weathered rock
shall either be measured on site for shear wave velocity or classi-
fied as Soil Profile Type Sc.
The hard rock, Soil Profile Type SA, category shall be supported
by shear wave velocity measurement either on site or on profiles
of the same rock type in the same formation with an equal or
greater degree of weathering and fracturing. Where hard rock con-
ditions are known to be continuous to a depth of 100 feet (30 480
mm), surficial shear wave velocity measurements may be extrap-
olated to assess V,. The rock categories, Soil Profile Types SA and
2-23
TABLE 16-�O
TABLE 16-0 1997 UNIFORM BUILDING CODE
ZoNig 3
TABLE 16-0--SEISMIC COEFFICIENT Q,
SOL PR LE TYPE
Z - 0.075
SEISMIC ZONE FACTOR, Z
Z-0.15 Z-02
-------
- 0.06
0.12 0.16
zzi'04-
0.24
Z-0.4
1
0.15 0.20
0.30
0.32Ar,
SC
0.09
0.18 0.24
0.33
0. 4 ON,
SD
22
. 0�'
0. 4 ON.
SE
0.19
111,34
1111 111:0
0.441V,
SF
See Footnote I
lSite-specific geotechnical investigation and dynamic site response analysis shall be performed to determine
seismic
coefficients for Soil
Profile Type SF.
2-34
1997 UNIFORM BUILDING CODE
E
CHAP. 22, DIV. X
2228.3.3
2229.3
Devices acting as bumpers to stop moving equipm eint shall be
considered in the design.
Forces described in this section need not act concurrently with
those described in Sections 2228.3.2 and 2228.5. 1.
2228A Wind Loads. Outdoor racks exposed to wind shall be de-
signed for the wind loads prescribed by Chapter 16 acting on the
horizontal projection of rack plus contents. For stability, consider-
ation shall be given to loading conditions that produce large wind
forces combined with small stabilizing gravity forces, such as
racks fully loaded, but with unit loads of much smaller weight than
the maximum posted unit load.
Forces described in Sections 2228.3.2 and 2228.5.1 need not act
concurrently with wind loads. Forces described in Section
2228.3.3 shall act concurrently with wind forces for design pur-
poses.
2228.5 Earthquake Loads.
2228.5.1 General. Steel storage racks which are not connected
to buildings or other structures shall be designed to resist seismic
forces in conformance with this standard.
2228.5.2 Minimum earthquake forces. The total minimum
lateral force at strength design levels shall be determined in ac-
cordance with Section 1630.2. 1:
7 WEE
,R r racks or portions thereof where lateral stability is
dependent on diagonal or x-bracing. Connectio�s for
bracing members shall be capable of developing the re-
quired strength of the members.
R = 5.6 for racks where the lateral stability is wholly depen-
dent on moment -resisting frame action.
W = weight of rack structure plus contents. Where a number
of storage rack units are interconnected so there are a
minimum of four columns in any direction on'each col-
umn line designed to resist horizontal forces, W may be
equal to the total dead load plus 50 percent of the rack -
rated capacity. In Seismic Zones 3 and 4, wholesale and
retail areas, the 50 percent may only be used when com-
bined with CIRT taken equal to 0.70C, in Formula
(30-4) and with 2.5/R taken equal to 0.70 in Formula
(30-5).
Total seismic force shall be assumed to act nonconcurrently in
the direction of each of the main axes of the rack. For racks having
More than two storage levels, the total lateral force, Y shall be dis-
tributed over the height of the rack in accordance with
VW,h,
FiL-.L-
Whi
in which Fi is the lateral force applied at Level i, Wi is the portion
of the total weight-l-W, which is assigned to Level i, k- is the height
of Level i above the base of the rack; and n is the total number of
storage levels. The lateral force, V, shall be distributed in propor-
tion to the total weight, W.
Other R values may be considered based on submission of
substantiating data.
2228.6 Storage Racks in Buildings. Storage racks located in
buildings at levels above the ground level, rack buildings or racks
that depend on attachments to buildings or other structures at other
than the floor level for their lateral stability, shall be designed to
resist earthquake forces that consider the responses of the building
and storage rack to earthquake ground motions as specified in
Chapter 16, Division H1.
2228.7 Other Considerations.
2228.7.1 Overturning. In determining overturning moments,
the total weight shall be assumed to act at a height equal to 1.15
times the distance from the floor to the actual center of gravity of
all the horizontal forces.
Equal safety against an overturning moment shall be provided
when only the top level of the rack is loaded, in which case it is to
be assumed that the force acts through the center of gravity of the
top load.
2228.7.2- Torsional forces. Torsional forces shall be considered
based on the critical combination of loaded and unloaded storage
spaces.
222S.73 Concurrent forces. Forces described in Sections
2228.3.2, 2228.3.3 and i228.4 need not be assumed to act concur-
rently with earthquake loads.
SECTION 2229 — SPECIAL RACK DESIGN
PROVISIONS
2229.1 Stability of Truss -braced Upright Frames. The maxi-
mum allowable compression stress in the posts of truss -braced up-
right frames shall be determined from Divisions I and IV.
2229.2 Overturning and Height -to -depth Ratio. Overturning
shall be based on the critical combination of vertical and horizon-
tal loads. Stabilizing forces provided by anchor bolts to the floor
shall not be considered to resist overturning unless the anchors are
specifically designed and installed to resist the uplift forces. Un-
less all columns are so anchored, the minimum ratio between
righting moment and overturning moment shall be 1.5. Sections
2228.4 and 2228.7 shall be considered in the design.
The height -to -depth ratio of a storage rack shall not exceed 6 to
I measuring to the top of the topmost load unless the rack is an-
chored or braced externally.
2229.3 Connections to Buildings. Connections of racks to
buildings, if any, shall be designed and installed to prevent reac-
tions or displacements of the buildings or racks from damaging
one another. Section 2228.5 shall be considered.
2-271
L)
LANDAU
ASSOCIATES
MEMORANDUM MVW"&W& I GMTKH4= I NAMM RMOMM
TO: Lyle Chrisman, City of Edmonds
FROM: MartinPowers '4
DATE: November 17, 2004 ' -
RE: SUBMITTAL OF REVISED PLANS AND DETAILS FOR WATER MAIN EXCAVATION AND
REPLACEMENT — HARBOR SQUARE FACILITY
Please find attached revised plans and details in accordance with comments received from the City of
Edmonds on November 9, 2004. Please contact me by telephone at (425) 778-0907 if you have any
questions or comments. I will be on vacation from November 21 through December 15, 2004. In my
absence, please contact Joe Kalmar of Landau Associates with any questions or comments. He can be
reached at the same telephone number.
kt;l 073
Iver)
NOV 18 2004
P&iMIT COUNTEFj
STREET FILE
130 2nd Avenue South * Edmonds, WA 98020 * (425) 778-0907 * fax (425) 778-6409 * www.landauinc.com
PROPOSED CITY WATER UTILITY MODIFICATIONS
DURING PETROLEUM -CONTAMINATED SOIL EXCAVATION
HARBOR SQUARE, EDMONDS9 WASHINGTON
This document presents plans and details for the temporary rerouting and replacement of water
supply lines for a portion of the Harbor Square development in Edmonds, Washington (see Figure 1).
Removing a portion of the City of Edmonds' (City) water main and a fire hydrant is necessary in order to
excavate contaminated soil surrounding the waterline. The portion of the waterline to be removed is
located within a loop of the City water main at the approximate location shown on Fi gure 1. Three
building water supply distribution lines attached to the water main will also be affected by the work and
are shown on Figure 2. These existing building water supply connections will be temporarily rerouted, as
indicated on Figure 3. One week prior to the disruption of water service, the tenants of the affected
buildings, the City Utility Department, and the City Fire Department will be notified of the planned
activities.
Activities to be performed during this work include: short-term cutoff of the main water supply to
this area using existing valves; installing additional shutoff valves or caps to the water main; installing
temporary piping connections to continue to supply water to buildings located at 170, 180 and 190 West
Dayton Street; removing a section of the water main, hydrant and water supply distribution lines to allow
for excavation; and replacing the water main, the lateral water supply pipe lines, and the fire hydrant,
once excavation is complete. Construction of both the temporary waterlines and the replacement
waterlines will be done in such a way so as to keep disruption of local business activity to a minimum.
All plumbing work will be completed by a contractor licensed in the City of Edmonds.
TEMPORARY WATER CONNECTIONS
The main water supply line will be shut off after business hours, at approximately 6 p.m. on a
weekday, for approximately 3 to 4 hours. During this time, water pressure will be relieved from the fire
hydrant connected to the main and located approximately 35 ft southwest of the 170 West Dayton Street
building. (Note: All existing water valves shall be operated by City personnel only.) After water in the
main is sufficiently drained, the 8-inch water main will be cut and capped in two locations, as shown on
Figure 3. Two ends of the water main loop will be capped (or a shutoff valve installed) at a minimum of
40 ft from the proposed excavation area. The water supply distribution lines (the connections to buildings
170, 180 and possibly 190 West Dayton Street; see Figure 2) will be temporarily reconnected to the
remaining portion of the water main, north of their current location (see Figure 3). The building water
supply distribution lines will be temporarily rerouted, as shown on Figure 3. These building water supply
connections will be made using saddle fittings, as indicated on Figure 4. The temporary 2-inch HDPE
11/17/04 %XEdnidata\wprocN173\025\tJti1ity Modifications Narrafive.doc LANDAu AsSOCIATES
1 0 0
piping will be buried at least I ft below ground and placed within a 4-inch Schedule 40 steel pipe for
'> protection (Figure 5). Once the temporary piping is connected, the main water supply will be turned back
on and the water supply distribution lines will be checked for leaks before excavation work continues.
All overtime charges for City personnel will be paid by the contractor.
REINSTALLATION OF WATER MAIN AND HYDRANT
Excavation activities are expected to take approximately 3 to 4 days. Once excavation is
complete, a replacement section of 8-inch water main will be reffistalled, the fire hydrant (supplied by the
City) will be replaced, and the one, 2-inch and two, 1 -inch building water supply distribution lines will be
reinstalled at their previous locations (see Figure 4). The temporary building water supply distribution
lines will then be removed. The replacement water utilities will be installed per City design standards. A
typical water main trench section is shown on Figure 8, a trench section for the water replacement water
distribution lines is shown on Figure 9, with connections to meters on Figure 10. Requirements for
concrete thrust blocking are shown on Figure 11, and requirements for reinstallation of the fire hydrant
are shown on Figure 12.
11/17/04 MdmdataXwprocX1 73%025\Utility ModificaUons Narmtive.doc LANDAu AssocIATES
0 0
PROPOSED CITY WATER UTILITY MODIFICATIONS
DURING PETROLEUM -CONTAMINATED SOIL EXCAVATION
HARBOR SQUARE, EDMONDS, WASHINGTON
Figure Title
I City Water Utilities in Site Area
2 Affected Water Service Connections
3 Temporary Water Service Connections
4 Temporary Service Connection
5 Temporary Water Line Trench Section
6 Temporary 2-Inch Blow Off Assembly
7 Replacement Water Main and Distribution Line and Service Connections
8 Replacement Water Line Trench Section
9 Replacement Water Distribution Line Trench Section
10 Replacement Connection -of Water Distribution Lines to Water Meters
I I Concrete Thrust Blocking
12 Fire Hydrant Replacement
Attachment Title
A Manufacturers' Cut Sheets for Pipe
11/17/04 \NEdrridata\wprocNl73NO25\Ufility Modifications Narmlive.doc LANDAu AssOCIATES
GROUND/ROADWAY
- — — — — — — — — — — r z
SEEIA I
FIG 5
L J
w z �r 0
a-
C4) cr)
04
d
TO BLDG
170,180, OR
4 190
4
2 3 7 @
1 NOTE: SERVICE TAP TO DRAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES
THIN
STEEL 1) 2" (IP THREAD DOUBLE STRAP SADDLE EQUAL TO ROMAC
C.I. OR D.I.P. STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL
EXPIRES 09,
NOTE: ALL FITTINGS SHALL BE BRASS
2) 2" BRASS CORP. CC X MIPT.
3) 2- 2" BRASS STREET ELLS FOR SWING JOINT
IPS POLY HI-MOL PIPE (200 PSI) DRISSCO PIPE. CONNECTION TO MAIN
SHALL BE 2" CORPS AND SADDLE WITH FORD FEMALE IRON PIPE
SIZE PACK JOINT FITTING.
BALL VALVE (2" 1 PS) CURB STOP.
BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE.
NOTE: (ASSUMED EXISTING; METER BOXES SHALL NOT BE PLACED IN
DRIVEWAY AREAS).
2" BRASS 90- BEND (ASSUMED EXISTING)
8) WATER METER -TO BE SUPPLIED BY THE CITY
9) 2" METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING
#A-95147-01. VERT. IN, VERT. OUT. FLANGED BALL VALVE
WITH LOCK WINGS. (ASSUMED EXISTING)
10) STACK 2 METER BOXES, MID STATE PLASTIC METER BOXES
(MS 17 X 30 X 12), WITH MS 17 X 12 DUCTILE LID WITH READER,
PLACE BACK OF BOX AT PROPERTY LINE. (ASSUMED EXISTING)
11) BRASS NIPPLE (ASSUMED EXISTING)
12) 2"THREADDED BRASS NIPPLE (12" LONG) (ASSUMED EXISTING)
SEE WSDOT STANDARD SPECIFICATIONS SECTION 7-09.3 (19) A LOCATIONS TO EXISTING MAINS
Source: City of Edmonds 2001
I LANDAU Harbor Square Temporary Service Connection Figure
14 AssociATES Edmonds, Washington 1 4
0
Asphalt Thickness
1 Ft Min Cover
no
�LR:Es 09 / 29 / 06
Match Existing Asphalt Thickness
with 3/4"-0" Crushed Rock
2" HDPE SDR 11 Encased in
4" Schedule 40 Steel Pipe
In Driveway Area
See WSDOT Standard Specifications Section 7-09.3(7) Trench Excavation
0 2
MMMM"
Scale in Feet
I Harbor Square Temporary Water Distribution Figure
LANDAU Edmonds, Washington Line Trench Section 5
ASSOCIATES
-a
E
6
C-4
8"WATERMAIN Z' GRASS
2- rATE vALvE PIPE - LENGTH TO Frr
CAP 09 PLUS WTH
Q'S 1W '
r Bum a= MPMME
JL
:r Bum W SM
CMCRM 7HM= OL= G
PM - Ir LONG
ISTI&PI"t—
A
5
-T�
C�';Z�"SAQXIA I
PLAN 1� �Z
2, 0-.S
rM P= CAST ROM VAM M F DRAM .91r Oft SMUC
=& " MCH vxW Ur
Ir 7M 4=M M I I
SAM SIMMK LM
r ME VALM BROM
r BRASS
THREA= LRIGTH TO RT
NUT. VQM TO MU3M
UNI NL U7-07
I D"r.
r 9W BEKD VITH —2- MASS W MM MRM
2- MDSE MPKE MWEEN
CAP OR FLUG AND SEND
ALL GRASS 2' BRASS
THREADED. LENGTH TO FIT
THRJM= W SMONG
ELEVATION
Source: City of Edmonds 1994
Figure
LANDAu Harbor Square Temporary 2" Blow -Off Assembly
ASSOCIATES Edmonds, Washington 6
i /
N
180 W Dayton Street
Match Previous Piping
Arrangement
< /8" rsgv (fi x mi)
See Fig u re 10
_� SD
SD
Raised Wood
Plank Walk
Edmonds Marsh
AIL
M
E
P
2
M
LANDAU
1A ASSOCIATES
Remove ChargE
Temporary Wab
Reconnect to E)
Portion of Watei
, X/
Remove Charged Cap
Reconnect to Existing
Portion of Water Main
1.0
0 40 80
Scale in Feet
Notes:
1 . All overtime shall be paid by the contractor.
2. Leave 40'of undisturbed and buried main from
the cap to the excavated area.
3. All 3 water services shall be replaced from the
main to the meter - (1) 2-inch and (2) 1 -inch
copper pipe.
4. New water main shall be class 52 d.i.p. with
restrained joints
5. Cap or plug abandoned water main while
under construction.
6. The new water main between the charged
caps must be pressure tested and purity
tested before connecting to the existing main.
Legend
0
Catch Basin
SD -
Storm Drain
W —
Water Supply Line
Replacement Water Supply Lines
<8>
Water Meter/Service Vault
0
Fire Hydrant
C)
Manhole
Fence
Replacement Water Main and
Harbor Square Distribution Line and Service
Edmonds, Washington Connections
Figure
7
-6
cc
0
E
0
US
9
M
x
0
0
z
P,
LLI
LLJ
X
13
P%
Ld
L)
LLJ
im
PI
z
w
X
N:
if)
0%
0
w
U
tL
x
0
U
TRENCH EDGES MUST BE SAW CUT
AND TACKED PRIOR TO FINAL TRENCH
PATCH
USE CONCRETE
THRUSTBLOCK
ACCORDING TO
CITY OF EDMONDS
CODE. (SEE NOTE 1
AND FIG 8)
PIPE BASE SHALL BE
REQUIRED
ONLY
AS DIRECTED BY THE
ENGINEER.
REFER
TO SEC 7.10 OF WSDOT STANDARD
SPECIFICATIONS FOR
ROAD,. BRIDGE
L MUNICIPAL CONSTRUCTION.
45 w
, Vo
37603
n
-- --------
TRENCH PATCH
(2'MIN. DEPTH)
U
Z U
Zo
SEE CITY OF EDMONDS.
MODIFICATIONS TO DIVISION 9
"OF WSDOT STANDARD
SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL
CONSTRUCTION.
SEE SPECIFICATIONS FOR
DOMESTIC SERVICE AND
A.R.V. CONNECTION
DETAILS
1/4 PIPE O.D. MIN.
E4' MIN.
8-INCH DIAMETER WATER MAIN -
CLASS 52 DUCTILE IRON PIPE
UNLESS SPECIFIED OTHERWISE
NOTES:
1. CONCRETE THRUST BLOCKS ARE NOT REQUIRED ON THE SERVICE TAPS, BUT ARE
REQUIRED AT THE HYDRANT TEE AND BEHIND THE HYDRANT.
Source: City of Edmonds 2001
Harbor Square Replacement Water Line Figure
LANDAU Edmonds, Washington Trench Section
AsSOCIATES 8
C14
TRENCH EDGES MUST BE SAW CUT
AND TACKED PRIOR TO FINAL TRENCH
PATCH
CL'B'ASPHALT
TRENCH PATCH
(2'MIN. DEPTH)
N WA F_
Z L)
4
SEE CI�Y -OF EDMONDS.
200" WE MODIFICATIONS TO DIVISION 9
--OF WSDOT STANDARD
SPECIFICATIONS FOR ROAD,
WA BRIDGE AND MUNICIPAL
CONSTRUCTION.
T, P
PIPE BASE SHALL BE REQUIRED ONLY
AS DIRECTED BY THE ENGINEER. REFER
TO SEC 7.10 OF WSDOT STANDARD.
SPECIFICATIONS FOR ROAD, BRIDGE
& MUNICIPAL CONSTRUCTION,
Source: City of Edmonds 2001
'_c3 09 1291 cp's
2-INCH DIAMETER
WATER DISTRIBUTION
COPPER PIPE
I Harbor Square Final Replacement Water Figure
LANDAU Edmonds, Washington Distribution Line Trench Section 9
ASSOCIATES
0
ca
0
E
C
6
-e
GROUND/ROADWAY
M kv
T
CIL OR D.I.P.
,'-REc, 091291o,5-
AWE, ALL FITTIAGS VIALL BE BIMS&
F tISM 1-112' WIER, ALL PARTS
ShkL BE 1-112'. EXCEPT ThE ?' KBISE
GATE VALVE VITH BRASS BUSHIMS.
NDTE, SOMCE TAP TO NAIN %4U- BE ANGLED AND NEIT DUB 22 DEGIM
1) 2' <IP THREAD) DOUBLE STRAP SADDLE EQUAL TO ROMAC
STYLE 202 IS REQUIRED REGARDLESS OF PIPE MATERIAL
2) 21 BRASS CORP. CC X MIPT.
3) 2- 2' BRASS STREET ELLS F13R SWING JOINT
4) TYPE K COPPER PIPE
5) 12 GAUGE SOLID CORE WIRE (TRACE WIRE). STRIP PLASTIC AND
WRAP AROUND BRASS AT BOTH ENDS.
6) 2' STAINLESS STEEL STIFFENER AND 2' MIPT X IPS PAC JOINT
7) BALL VALVE (IRON PIPE SIZE) CURB STOP.
8) BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE.
NOTEi (METER BMS SHALL NOT BE PLACED IN DRIVEWAY AREAS).
9) 2' BRASS 90' BEND
10) WATER METER- TO BE SUPPLIED BY THE CITY
11) 2' METER SETTER WITH HIGH BYPASS EQUAL TO FORD DRAWING
#A-95147-OL VERT. IN, VERT, OUT. FLANGED BALL VALVE
WITH LocK WINGS.
12) STACK 2 METER BOXES, MID STATE PLASTIC METER BOXES
(MS 17 X 30 X 12), WITH MS 17 X 12 DUCTILE LID WITH READER.
PLACE BACK OF BOX AT PROPERTY LINE.
13) BRASS NIPPLE
14) 2' THREADED BRASS NIPPLE (12' LONG).
15) SCHEDULE 40 2' PVC CAP. REMOVED WHEN CONNECTION 14ADE
TO CUSTOMER LINE.
16) 4' X 4' X 8' CONCRETE. BLOCK SUPPORTS.
17) 2' RESILIENT WEDGE GATE VALVE (F.I.P. X F.I.P.). ULFM APPROVED,
FUSE BONDED EPDXY COATED BODY AND BONNET, WEDGE FULLY
ENCAPSULATED WITH RUBBER AND WITH 2' AWWA OPERATING
NUT. EQUAL TO CLOW F-6103.
18) 2-PIECE VALVE BOX. TOP SECTION TO BE RICH 940 STYLE
18' WITH REGULAR BASE SECTION. LENGTH TO FIT.
Source: City of Edmonds 2001
I Harbor Square Replacement Connection of Water Figure
LANDAU Edmonds, Washington Distribution Line to Water Meters 10
14 ASSOCIATES
. p
ILDED FLANGE OR
SMAUU
&M FLANGE
vM FLANGE
IL
CAPPED CROSS
TEE
0
U)
37603
GIST
EY7Z29/ 0
PLUG
A
CROSS I[[ W/PLUG
CAP
d
D
C D
45, BEND 22-1121 BEND
0:1 THRUST BLOCK TABLE
-6
0
E
0
NIM. WARING AMA KAM UNMSTLJRn SM
SME FEET
rMu
Source: City of Edmonds 2001
Harbor Square
LANDAU Edmonds, Washington
1A ASSOCIATES I
b C
901 BEND
d
D
1 11 111. nrkin
1-1/41 BEND
NOTES!
L DURING AREA OF CDCRITE THRUST BAS0 ON 200 PSI AND
SAFE MIL BEARING LOAD OF ZM PUMS PER SMME FOOT.
Z AREAS NIM BE ADJUSTED FOR UM PIPE S2ES. PRESSURES, AND
SML CDOMM
I CDCRETE RMM SIKL BE CAST IN PLACE AND HAVE A MMM
OF 1/4 SWA FMT PEARDIG KAD67 THE MT1MG,
4 MOM MALL BEAR KAM FM1MGS ONLY AND 91ALL BE MEAR OF
JOINTS TO PERMT TAKING LP OR DISMANTL1MG A JO1NT.
5. MMACTOR 914LL INSTALL BLODUNG ADEGMTE TO WTTHSTAND FILL
TEST PRESSIff AS VELL AS TO CONUMMY VMGTAND OPERATOK
PRESM LhMR ALL CONKTIONS OF SON=
& BLODMIG MY BE RMM VnM USE OF RESTRADO JUM AWA=
TO FITTDM
Figure
Concrete Thrust Blocking 111
TRAFFIC SAFETY FEATURE. -
BREAK OFF FLANGE, NUTS —
AND BOLTS.
3' x 3' x 3.5' THICK7
CONCRETE PAD AROUND HYDRANT
1/4' RAKE PER FOOT FROM
GROUND LEVEL
4' STORZ ADAPTER
Li
X
z
W W
> =
0 -c
Ix -SIDEWALK
WEDGE VALVEIH
RESTRAINED JOINTS
OR TIE RODS
/--BASE COURSE
CAST IRON ADJUSTABLE
VALVE BOX
TEE WITH FLANGED
CONNECTION FOR
-'-"�':'Z�HYDRANT VALVE
L- FLANGED jl0NNECTIaN
LUNDISTURBED E'A'RTH ZHYDRANT CONt I PIPE TO
112 CY WASHED 1-1/2' MINUS ROCK BE DUCTILE IRON CLASS 52. ANY
Z
WITH FABRIC CLOTH ABOVE INTERMEDIATE JOINTS TO BE
I
ZTwall RESTRAINED
THRUST BLOCK
u
N 0 T E S —'Y
-3760
1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS IST
APPROVED MATERIAL LISTINGS.
2. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT
BARREL. IN ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE
09/29/ OT
PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION
OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS.
3. PROVIDE FOR VEHICULAR TRAFFIC PROTECTION.
4. ALL HYDRANTS SHALL BE PROVIDED WITH (2) 2-1/2' HOSE NOZZLES AND
(1) 4-1/2' NST PUMPER NOZZLE WITH 4' STORZ QUICK COUPLING ADAPTER.
5. STEAMER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS.
6. THREE FOOT MINIMUM CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT
WHEN PLACING LANDSCAPING OR ROCKERIES (ETC).
7. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW
8. CONSTRUCT 3' X 3' X 3.5' THICK CONCRETE PAD AROUND HYDRANT PIPE.
LANDAU
14 ASSOCIATES
Source: City of Edmonds 2001
Harbor Square
Edmonds, Washington
Figure
Fire Hydrant Repacernent 112
0 0
Attachment A
Manufacturers' Cut Sheets for Pipe
\\Edmdata\sharedoc\l 73\25 - Harbor Square Remediation\ReToute and replace waterline\Narrative.doc
D DRISCOPIPE,
, D,
Ah (. [fill$
P1E:ZC7,o -10-1- h - ""�T; A - -
High Density Polyethylene Pipe for Industrial Applications
Contents
Introduction .......................................... I
Specifications ......................................... I
Chemical Resistance ................................. I
Flow Factors .......................................... I
Direct Burial .......................................... I
Primary Properties ................................... 2
Trench Construction and Terminology ............ 3
Temperature Range .................................. 3
Joining System ....................................... 4
Additional Information .............................. 4
Insert Renewal (Sliplining) ........................... 4
E
Driscopipeo 1000
Polyethylene Piping
Systems
Introduction
The Driscopipe 1000 polyethylene piping system is
lightweight, flexible and chemical and abrasion resistant,
allowing it to be used in a number of diverse applications.
Driscopipe 1000 is also protected from ultra -violet
degradation and thermal degradation, giving it a long service
and storage life in above ground, exposed installations. See
your Phillips Driscopipe representative for details.
Specifications
Driscopipe 1000 is a PE 3408 high density, extra high
molecular weight polyethylene piping system. It may be
specified by ASTM D3350 as having a cell classification of
PE 345444C. Dimensions and workmanship are specified by
ASTM F714.
A copy of nominal physical properties for Driscopipe 1000 is
available from your Phillips Driscopipe representative.
Sample specifications for water distribution, force - main and
gravity flow sewers are also available.
Chemical Resistance
Driscopipe 1000 has outstanding chemical resistance. Most
chemicals, acids, salts and hot soils will not attack polyethylne pipe
or cause it to degrade. It does not rust, rot or corrode. It does
not promote or support algae or bacteria] growth.
Flow Factors
Driscopipe polyethylene pipe has an extremely smooth inside
surface. It maintains its excellent flow properties throughout
its service life due to its excellent chemical and abrasion
resistance. Because of its smooth walls and non -wetting
characteristics, a higher flow capacity and a reduced friction
loss is possible with Driscopipe 1000, likely resulting in operating
cost savings. A "C" factor of 150 is used with the Hazen -
Williams equation for pressurized fluid flow and an "n" factor
of .009 is used with the Manning Formula for gravity flow.
Flow charts and additional system design information are
available thorough your Phillips Driscopipe representative.
Direct Burial
Driscopipe 1000 is buried utilizing flexible pipe/soil system
design practices. Ile pipe actually gains strength from the
surrounding soil allowing it to support additional loads.
Through proper pipe and backfill selection, Driscopipe 1000
may be buried at depths in excess of 100 feet. At normal
burial depths, a backfill of 85% of Standard Proctor density
(AASHTO-99) can limit the ring deflection of Driscopipe to
2% of the original diameter.
# a 07 M'I / A,]
Since polyethylene pipe can be butt fused above ground in long
lengths, narrow trench widths can be used to save on
installation costs. Due to the ease of handling Driscopipe
may be readily placed in the trench, thus necessitating a
minimum amount of open trench. Trench and trench bottom,
embedment materials, and bedding and installation practices
are specified in ASTM D 2321.
Primary Properties - Cell Classification 345444C- ASTM D3350-96
Property
Test
0
1
2
3
4
5
6
Method
Density, g/cm3
D1505
.910-.925
.926-.940
.941-955
>.955
Melt index -condition E
D1238
>1.0
1.0-0.4
<0.4-0.15
<0.15
(gms/lOmin)
Flexural modulus,
D790
<138
138-<276
276-<552
552-<758
788-<1103
>1 103
MPa (psi)
(<20,000)
(<20,000-
(40,000-
(80,000-
(110,000-
(> 160,000)
<40,000)
<80,000)
<I 10,000)
160,000)
Tensile strength
D638
<15
15-<18
18-<21
21-<24
24-<28
>28
at yield, MPa (psi)
(<2200)
(2200-<2600)
(2600-
(3000-
(3500-
(>4000)
<3000)
<3500)
4000)
Environmental
D1693
stress crack resistance
a: Test conditon
A
B
C
C
b: Test duration, h
48
24
192
600
c: Failure, max,%
50
50
20
20
Hydrostatic design basis,
D2837
NPRa
5.52
6.89
8.62
11.03
MPa (psi), (23'C)
(800)
(1000)
(1250)
(1600)
Color and UV
A
B
C
D
E
Stabilizer
Natural
Colored
Black with
Natural with
Colored
2% min.
UV stabilizer
with UV
carbon black
'NPR = Not Pressure Rated
Note: Refer to Driscopipe 1000 Data Sheet for complete nominal physical properties
0 0
4
Driscopipe pipe may be cold -bent to a minimum radius of 20-
40 times the pipe diameter as it is installed, thus eliminating the
need for elbows at slight bends. The minimum bending radius
which can be applied to the pipe without kinking varies with
the diameter and wall thickness of the pipe. If adequate space
is not available for the required radius, a fitting of the desired
angle may be fused into the piping system to obtain the
necessary change in direction.
Trench Construction and Terminology
Excavated Trench Width
M"
Fm]
BwkfiU
B k 'in
12"-18"
S =on
tF
do
fi.
Spingli
Pnmry
cjOwn
H—h
zow
Invell
Bwkfill
notation (my
not be nguimd)
*In suitable soils the construction of a bedding and/or a
foundation may not be required
**Gravity flow Driscopipe sewers may be accurately laid to
grade using laser beam scoping.
Temperature Range
Driscopipe 1000 may be used in pressure applications up to an
operating temperature of 140 IF. Short term and gravity flow
applications operating at higher temperatures are considered.
At lower temperatures, tests have been conducted on
Driscopipe 1000 showing that DTiscopipe gains strength at sub-
zero temperatures. Driscopipe 1000 maintains its flexibility
and integrity to lower than - 180 IF.
The pressure capabilities of polyethylene materials are rerated
for operating temperatures other than 73.4 IF. Driscopipe 1000
has been tested for thousands of hours at elevated temperatures
without thermal degradation. These tests are used to obtain the
pressure rerating factors.
Temperature, Degree F Pressure Rerating Factor
50 1.14
73.4 1.00
100 0.79
140 0.50
F11
L
0
3. Specify The Correct O.D. Of The Liner Normally, if
the old line is in reasonable condition, a 10% clearance is
adequate for sliplining.
4. Prepare The Liner
Determine and measure lengths of pipe required. Fuse
the single joints into prescribed lengths and attach
pulling head* and tag line if required.
5. Clean The Line
Clear and clean the old line sufficiently in order to insert
the liner without undue stress.
6. Insert The Liner
Establish pulling cable and fig. Attach cable to pulling
head and slope excavation minimum of 2:1; then pull the
liner into place. Alternately, the liner may be pushed
into place using a choker strap.
7. Close The Job
Properly seal or grout around liner at manholes and cut
inverts. Close excavations.
*See P.D.]. tech note #20 on pull head design.
To Winch
4
Joining System
Driscopipe is joined by the fusion technique. This simple,
visual procedure utilizes controlled temperature and pressure to
produce a fused, leak -free joint stronger than the pipe itself in
both tension and hydrostatic loading. Pioneered and developed
by Phillips, the heat fusion joint is recognized in the industry as
ajoining system of high integrity and reliability. Polyethylene pipe
may also be joined to itself and transitioned to other materials
with flanges, compression couplings and other mechanical
means.
Insert Renewal Summary(Sliplining)
1. Inspect The Line
A TV survey will locate laterals, defects and provide the
best insight on how to repair the line
2. Economically Select
Excavations For Insertion
From the TV survey and engineering drawings, locate
excavations at cave-ins or changes in line or grade.
Pull Technique
Push Technique
A Driscopipe representative can advise you on sizing your liner for external water head and other factors. Design brochures and
reprints of ASTM F 585-78 "Insertion of Flexible Polyethylene Pipe into Existing Sewee' are available on request.
4
RISCOPIPE.7M
Insert renew sewers to save money while enhancing
community relations
• Streets remain open to traffic
• Fewer excavations/fewer manholes
• No loss of services
• Quickest and most effective method of repair/renewal
• No infiltration with strong, fused joints Excellent flow
properties of Driscopipe HDPE pipe will restore the capacity
of the system; no infiltration or exfiltration
• Low maintenance, almost immune to blockages &
erosion
• Immune to sewer gases & most chemicals
• No algae or bacteria] build-up
• No joint separation of butt -fusions due to earth or live
loads
Additional Information
Technical design brochures and detailed installation
brochures are available on request from a Phillips
Driscopipe representative.
5
DDRISCOPIPE..
1000 Series
Industrial Pipe PE3408
Effective 11/11/97
1000 SERIES INDUSTRIAL PIPE
Sizes and Dimensions
Nom.
Weight
Dimensions, Inches
Coil/ Joint
OD
Approx. ID
Min.Wall
Size (in)
DR
lb/100ft
feet
2
9.0
76
2.375
1.847
0.264
150/250/300/350/500
7-7,
1000/1500/2000
3
20
40
2
1 1-G
64
2.375
1.943
0.264
150/250/300/350/500
1000/1500/2000
20
40
2
13.5
53
2.375
2.023
0.264
150/250/300/350/500
-M-1 77
1000/1500/2000
1
20
40
2
17.0
43
2.375
2.095
0.264
150/250/300/350/500
71
1000/1500/2000
20
40
3
9.0
166
3.500
2.722
0.389
220/315/375
500/700/1000
20
40
3
11.0
139
3.500
2.864
0.318
220/315/375
500/700/1000
N
20
40
3
13.5
115
3.500
2.982
0.259
220/315/375
v..
500/700/1000
20
40
3
17.0
93
3.500
3.088
0.206
220/315/375
500/700/1000
20
:A'-�
40
3
21.0
77
3.500
3.166
0.167
20
40
3
26.0
62
3.500
3.230
.1
20
V
40
Page 1
Z
el
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0
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0
CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
A. *AdZiress �r vicinity of Construction
1cl
A � �, * �, � -;;' 136008,?fF
Owner: ZI,6w-) ,,:-
Name
Mailing Address
City, State, Zip Code
Contractor: 11bVIv. e� �_ �,V,-_5
Name
- C3 "'i -;-
Mailing Address
ity, State, Zip Code
Fmit No.
Issue Date
9 Permit Issued To:
9 Type of Work to be. Done:
Work in Connection With:
El Sub or Plat 0 Single Family
In' Comml. / Ind. El Apt. Condo.
e Pavement Cut: �Nyes 0 No
State License Number
2 /7 //-- M 7
Telephone Number
* * NO WORK TO BEGIN -PRIOR TO PERMIT ISSUANCE * *
B. APPLICANT TO READ AND SIGN
INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal
proceedings including defense costs, court costs, and attorney fees by reason of granting this permit.
Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering.
Call 4;+-2-54-5, extension -2-20. 9?451T
I understand that this permit must be available at the job site for inspection purposes at all times.
Signature: Date
Owner of Agent
THIS PERMIT MUST BE POSTED AT THE JOB SITE FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By:
Time Authorized: Vold after n
—days
Special C�nditions: du J"�Ctk% 1— /AAC
A�imendments:
Permit Fee:
Security Deposit:
Receipt No.:
Fund I I I Fee:
Street Cut Dimensions
X - _=
* * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE * *
Eng. Div. Deccinber 1978
FIELD INSPECTION OTES
(Fund 111 - Oute conv to Street Dept.
Diagram:
Contractor called for inspection
I
Nork Disa.nproved By:
Work Approved By:
Inspector:
Yes
Date: Bv:
Date:
Date:
Enq. Div. December 197F!
O$DDHONDS --
C I TY I C t-,'O R K S D R I MEN T
EST REPORT
BAC. KFL0-'--J OF V l-'.A
t A
NAME OF PREMISES
:01
SERVICE ADDRESS Al,"
9,0
LOCATIOI+ OF DEVICE_ 0)
A.7
DEVICE:" 0--ji
C7 a
I -lode I z e erial Plo.
Manufacturer
LINE PRESSURE AT TIME.OF TEST STREET FILE
V
PR,ESSURt-DROP ACROSS FIRST CHECK VALVE LGS.
INITIAL I
TEST 1 2
R
E
P
A
R
s
1==�-
FINAL
TEST
CHECK, VALVE NO.
I—
1 .
2.
C.111'CK VALVE 110.
LEAKED
CLOSED TIGHT
2
L
7
LEAKED EJ
CLOSED. TIG14T �,
ri i:amrn 0 CLEANED
REPLACED:
f
.)ISC -------------
I-]
Sr - -----------
------------
PIN- RE-1AINER -----
11 T 1' .1 - - - - - - -
11 E I
-
SEAT ---------
0 1 it p i I R A G., i --------
OTHER, DISCRIBE --
U
CLOSED TIGHT ----- EJ
on
REPLACED:
1) 1 sc -------------
S P R I NG -----------
1-3
I Dr -------------
PIII RETAINER -----
I I I I-Irl E . 111 N --------
I J
SEAT -------------
I)IAPl1RA(-,M --------
OTHER, DESCRIBE --UJ
DIFFEREMIAL PRESSURE RELIEF VALVL
1. OIIE(,IFD
RI-DUCED PRESSURE
2. DID HOT OPEN c:
CLEA-'IED
REPI-PCED:
-
D I s C. 11 p P!. R ----------------------
c
[� IS C. L Q' '-,E R ----------------------
c
Sill) --------------------------
(flAPHRAGM, LARGE
Ll 1) PF * R -------------------------
C
L0'.-; -1- 1 � -------------------------
DIApjmAC,;,l, SMALL
-------------------------
-----------
OTHER, DESCRIBE
OPENED AT LBS
CLOSED TIGHT ----- 0 REDUCED PRt
REMARKS, --
THE ABOVE REPORT IS CERTIFIED TO
A/
INITIAL, -TEST PERFORMED BY not,
REP`AIRE,D
FINAL TCST PERFORMED 13Y
CERnFI= #: t3 46
OF DAT�W*
OAT
OF DATE
1 /7.1
C 11 00 DI-10 N 0 S J C iv.'O R K S 0 1 N T
(1,ACKFL0'-J UIV P.FPOR1------ ----
NAME OF PREMISES
�ERVICE ADDRESS
i . nrATTnt� OF DEVICE A rrt � o5,5
DEVICE,
i) 6YJI
I. 14-111LItacturer
LINE PRESSURE AT TIME OF TEST LBS.
PR-ESSURE-DROP ACROSS FIRST CHECK VALVE
Cl 117CK VALVE 110. 2
CHECK VALVE NO. 1
1 —1 .--
INITIAL 1. LEAKED
TEST 2. CLOSEDTIGHT
R
E
P
A
I
R
s
CJ I . LEAKED Li
2. CLOSED TIGHT
CLEANED
0
REPLACED:
I --
DISC -----------
n
-
s 11, R. 7 1.1 G -----------
E -
------------
E-1
-- --------
S E A T ---------
D I /'%PHRW;1 --------
OTHER, DESCRIBE --
Ll
CLEANED
REM
-ACEO:
1) 1 sc - - - - - - - - - - - - - L]
S F R I NG - - - - - - - - - - - 1.3
- - - - - - - - - - - - L-I
1111-1 PETAINER ----- 1:1
H1Nr,E PIN ---- ---- (-]
SEAT -------------
I)IAPI1RA(',M --------
OTHER, DESCRIBE --LJ
F I NAL
TEST CLOSED TIGH T ----- El CLOSED TIM
REMARKS;
THE ABOVE REPORT IS CERTIFIE T B T E:
INITIAL, -TEST PERFORMED BY
pppafpr'� Ry
FINAL T-CST PERFORNED BY
CERTIFI= #: 00 4
IT ----- 0
STREET FILE
LBS.
DIFFERENTIAL PRESSURE RELIEF VALVE
1. OPENFO AT LBS.
PEDUCOT�Pt—WUffic-'
2. DID HOT OPEN c:
CLEAAED
L
REM-PCED:
M sc. UPPER ---------------------- c
P I S C. L R - - - - - - - - - - - - - - - - - - - - - - C
SPR I 11c, --------------------------
DIAPHRAGM, LARGE
Ll 1) 11 E R ------------------------- C
L 0'-;:,- R -------------------------
DIAPHRAGM, SMALL
-------------------------
----------------
1.1 i�. 1)
OTHER, DESCRIBE
OPENLD V LBS
REDUCED PRE
OF DATt #2-
DATE%*
DATE
1 /7.1
. 0
MME OF* PREMISES
SERVICE ADDRESS
C I I '� (10E DI-10 11 D S I C 0 R K S 1* R 1 1-1 E N
A c K'FLO ',-I I) Fv I(" 1 4' E S T R I: POR I
?AIA 13-5
m
E
LOCATIOr+ OF DEVIC AIIA, X
C.2.1 7
DEVICE: sc_ Serial No.
Mo d e I S i z e
flanUfacturer
LINE PRESSURE AT TIME OF TEST
PRESSURE -DROP ACROSS FIRST CHECK VALVE
LBS.
LSTREET FILE
CHECK VALVE NO.
CHECK VALVE NO.
2
DIFFEREMIAL PRESSURE RELIEF VALVE
1. OPENFO AT LBS.
INITIAL
1. LEAKED 0
1. LEAKED LJ
TEST
2. CLOSED TIGHT
2. CLOSED T I GHT
Rrouct-F�Rt—sStNE
2. DID HOT OPEN
2-
CLEANED
I
0
CLEANED
0
CLEAfIED
L
RE P L�P%C E D:
REPI-ACED:
RERLPCED:
c
I SC -------------
0
DISC ---------
0
DISC. Upp!"R -------------------
c
SP N G -----------
11
S 17 R I t I G -----------
u
[, I S C. L E R ----------------------
R
(1! ! 10:
("U I DF ------------
[" . I
SPR I '11c, --------------------------
P
pp;
P111 PETAINER -----
1]
()JAPHRAGH, LARGE
c
A
7' .1
I I I Nr, E 1) 1 N --------
(.1
Ll 1) 11 ER -------------------------
_
AT -------------
11
SEAT -------------
R
L 0',` - -------------------------
D I p I i R G, i
1-1
1) 1 A P I I R A (' , 1-1 --------
Fl
DIA1,11RAC41, SMALL
s
OTHER, DESCRIBE
-- 0
OTHER, DESCRIBE --[:J
R -1 -------
R---------------
--
- — ------
OTHER, DESCRIBE
OPENED AT LBS.
FINAL
TEST
CLOSED TIGH T -----
Ej
CLOSED TIGHT -----
17J
REMARKS -
THE ABOVE REPORT IS CERTIFIE
INITIAL.- TEST PERFORHED BY 0 F D A T E
7 DATE
REPAIRE-JO BY
FINAL WST PERFORNED 13Y OF-------,- DATE
CLRnFI= #: _&Q-t—on 14 A
1 /72
'A*'E N T
CITY Of ET-10'11D-S-�;- 'IIUIII..IC*WORI,S DEP RTM
BACKFIL-Old DEVICL JCST REPORT
NAME OF PREM I SES 0 0 -Sq 44
SERVICE ADDRESS Ion 'Lk-) � Ocoj �-o 0
LOCATION OF DEVICE
�o
r
DEVICE:
I ZIq
L I
N,a nu f a c tu re r
Model
Size
�eria No.
L.INE PRESSURE AT TIME OF TEST.-___.._,_
130- LBS.
PRESSURE DROP ACROSS FI.RST CM.C1, VALVL
LOS.STREET-FILE
INITIAL 1 1.
TEST
.?CHECK VALVE NO. I
LEAKED 0
2. CLOSEO TIGHT
CHECK VALVE 110. 2
1. LEAKED 1-1
�61 2. CLOSED TI.MIT. A
CLEANED
0
REPLACED:
DISC -------------
I-)
R
SPR I 111c, -----------
ci
E
C-IJ I DE ------------
FJ
p
PIN RETAINER -----
El
A
H l?*.rjE P I 1 -1 --------
n
I
SEAT --------------
G
R
0 1 APHRAG, I --------
0
S
OTHER, DESCRIBE
0
F I NAL
TEST
CLOSED TIGHT -----
0
CLEANED
.REPLACED:
DISC ------------- 0
Sllp I Nrl � ----------- cl
rul[)F
P111 RETAIML11 ----- G
H I NrE - P I N ---------- D
SEAT ------------- F3
DIAMIRAM-1 -------- 0
OTHER, DESCRIBE- 0
CLOSED TIGHT ------ D
pIZESr
OHMMITIAL ---.;lURE RCLIEF VALVE
1. OPENED AT LBS.
Rrouc. (Tfj-rJcMsu*ff
011) NOT OPEN
CLEANED
REPLACED.'
0 1 SC. LIPP'FR ----------------------
U
D I S C. L E R ----------------------
SPRIM, --------------------------
I , RGIE
D 'AP1111AGM, LA
UPPER -------------------------
17
L0';,'LR --------------------------
L."
DJAPHRAGI-11, SMALL .
L)PPC.R -------------------------
1.011-111* it ----------------
SPACI.R, 101.4i'll
OTHER, DESCRIBE
OPENED AT LBS.
REDUCCTDTW5-5UR'C
AtAXYDAL '5r�UXM
G -22-98
REMARKS:_Ajo wtq-�,-t- io Jot/lclel 5 -1P
F� 01,
ed, w
THE'ABOVE REPORT IS CERTIFIED V
1141TIAL TEST PERFORMED.BY OL4�a-� F gt. p 4'Zio /L/lf25, -DATE
REPAIRED BY. DATE
FINAL TEST PERFORMED BY OF DATE
1./7.1
C I T-Y OF
11 U ill 1. 1 c w 0 R.11 s 1) E 14 T
BACKFL-OW DEVICL jEST REPORT L
!lAI`lEOFPREI-IISES'_4A4_AQ9 �Sau4R/_�-
SERVICE ADDRESS ek) ig /--a K,�
LOCATION OF DEVICE vi, 1�
jgy met 14 1
DEVICE: FO c 0 ;7- 7_7 1
4. nufacturer Model —S. i z e T� _1 N o
'STRE
�INE PRESSURE AT TIME OF TEST LBS. ET FILE
PRESSURE DROP ACROSS FIRST CM.CK VALVL LBS.
..CIIECK VALVE NO. 1
CHECK VALVr 110.
DIFFLRENTIAL pRESrURE RELIEF VALVE
1. LEAVED 0
1. LEAKED
EJ
1. OPENED
INITIAL
TEST
2. CLOSED TIGHT
2. CLOSED T I M IT.
R[DUC-E0 PRESSURE
011) OT OPEN
Jv
CLEANED C3
CLEANED
0
CLEANED
REPLACED:
REPLACED:
REPLACED:
DISC ------------- 0
DISC ----- -------
0
0 1 SC. LIPPER ----------------------
R
SPR I NIG ----------- 0
SITING ; -----------
0
1; 1 SC. L Q,,.-,l E R ----------------------
i.1
E
C-IJ I DE ------------ 0
r, U I DF ------------
0
SPR I HC ---------------------------
C
p
P IN RETA I NE R ----- M
'T A I NL 11 ------
P111 RE
U,
.7
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SEAT --------------- Q
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13
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REI-IARKS:.p,eC
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THE'ABOVE REPORT IS CERTIFI
INITIAL TEST PERFORMED B OF
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REPAIRED BY DATE
FINAL TEST PERFORMED BY OF DATE
B A 7-
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OF A IE NT.
C I T-Y E -1011 D-S - 'PU M. I C' WO 'K "o
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LOCATION OF DEVICE A�Cr a .2 Lo m Alt o ki -d± r 1A a j, v in 0 1- 0-�
0 E V I C E: 2 as- y
Ranu f a c turer Size �e—ri 7a No
�INE PRESSURE AT TIME OF TEST.-___...,_._ LBS.
PRESSURE DROP ACROSS FIRST CIIi.CK VALVL LBS.
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F ITIAL*
TEST
2.
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1
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0
1. LEAKED
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2. CLOSED T I.M IT.
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". RI'OUC-E0 PRESSURE
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ANED
0
CLEANED
0
CLEMED
REPLACED:
DISC -------------
I]
SPRING -----------
ci
C-IJ I DE ------------
0
PIN RETAIN'ER -----
Ill
Hi!*.'GE PIN --------
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SEAT --------
0
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CLOSED TIGIIT----- 0
REI-IARKS:-y'eapac)c--p (0- 22-
.REPLACED:
DISC ----- --------
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rlu I DF -------------
PIIJ RETAIMLI) -----
H 1 1.1rE . p I I'l. - - -* -----
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D I AMIRAM4 --------
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REPLACED:
0
0 1 SC. LIPP'r'R ---------------- -------
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1, 1 S C. L E R -----------------------
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b
UPPER -------------------------
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1.01.1' 1? ----------------
L!
SPACER, LOWER
OTHER, DESCRIBE
CLOSED TIGHT ------ 0
OPEt:ED AT LBS.
IZEDUCMDTTOIRC510�'t-
THE',ABOVE REPORT IS CERTIFI
INITIAL TEST PERFORMED B -OF DATE
REPAIRED BY DATE
FINAL TEST PERFORMED BY OF DATE
1 J.7.1
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SITE PLAN HARBOR'SQUARE
CITY OF EDMONDS
ASSET INFORMATION SHEET
NEW
ADDITION
RETIREMENT
ASSET NO.
ADDIT��§ NO.
P/I
DESCRIPTION
SERIAL NO.
LOCATION
DEPT. NO.
o
�i y 0 1
"PURCHASE ORDER NO. -
PURCHASE ORDER DATE
COST
B.A.R.S. ACCOUNT NO. 4, 1)
ESTIMATED LIFE 2-5
*PROJECT NUMBER
PROJECT COMPLETION DATE /;z - 31 - ? 2--
COST 3) 1, , a. -7
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
IR DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT -
0 G.L. ENTRY
REFERENCE
DATE
VERIFIED BY
PROCESSED
BATCH NO. -
INITIAL
ttnp
DEPARTMENT FILE
RECEIVED
OV 15 2005 LANDAU
N 14 ASSOCtATES
TRANSMITTAL r-mrmr-r-mr, DIVISION EWROWMM I GEOMCMCAL I NMUZAL RESOURM
To: City of Edmonds
121 5 1h Avenue North
Edmonds, WA 98020 Date:
Attn: Jaime Hawkins
I Engineering Technician Project No.
RE: Harbor Square Complex
November 14. 2005
173025.010.018
Copies Description
1 Donald E. Huff Fill Placement Testing Services Field Reports
RE: GRADING PERMIT #2005-0877
VIA COURIER
Enclosed are the above -noted field reports that include backfill compaction results for the Harbor
Square complex. The test results indicate compliance with project specifications. If you have any
questions or comments regarding the enclosed field reports, please contact Martin Powers at (425) 778-
0907 or via e-mail at mpowers@landauinc.com
LANDAU ASSOCIATES, INC.
z-st , f, �a � r�_ -
Christopher C. Young
Project Coordinator
CCY/ccy
No. 173025.010.018
11/14/05 \\Ednidata\�pmc\173\Transmit_fax\Ha�kin�_tm.doc
130 2nd Avenue South * Edmonds, WA 98020 * (425) 778-0907 * fax (425) 778-6409 9 www.landauinc.com
Donald E. Huff FIELD REPORT File Number:
Fill Placement Testing Services 050701
16452 4661h Ave. SE Project: Date:
North Bend, WA 98045-8644 Harbor Square, Soil Remediation-Phase I October 6, 2005
Phone: (206) 947-2005
Prepared by:
Donald E. Huff
Purpose of visit:
Construction Testing Services
Port of Edmonds 11100, 1230 11
Edmonds, WA 1 1200, 1430 1 1 of I
Overcast, Lt. Rain, High 61 12 Hrs.
We visited the site today at the request of Jim Boone with NRC Environmental Services. The site is located
south of West Dayton Street, south and adjacent to Building No.5 (170 West Dayton Street) within the Harbor
Square Complex in Edmonds, Washington.
EXCAVATION AND BACKFILL (Soil Remediation): The contractor (NRC Environmental Services)
excavated and backfilled an area of contaminated soil located as shown on the site plan excerpt. The depth of
the excavation was approximately 6 feet and measured approximately 8 feet wide and 43 feet in length. The
exposed excavated subgrade soil consists of medium dense to dense gray sandy silt (ML). Free water was
seeping into the excavation and equalized its level at approximately 14 to 18 inches up from the exposed
excavated subgrade. The water was pumped out of the excavation into a contained steel reservoir. The
contaminated soil was also removed from the excavation and transported off site.
The backfill consisted of approximately 1.5 feet of 4 to 8 inch quarry spalls topped with approximately 12
inches of 2 to 4 inch quarry spalls and the remainder of the excavation backfilled with minus I V4 inch crushed
rock base course (Curve No. 1, 139. 0 pcf at 5.9 percent optimum moisture content).. Th I e quarry spalls (both
the 4 to 8 inch and the 2 to 4 inch) was seated with the backside of the bucket attached to a large excavator.
Prior to the base course placement, the quarry spalls was topped with heavy geotextile. The base course
backfill, was placed in 8 inch loose lifts with a front-end loader and an excavator and compacted with a 1.5' X
2' vibratory plate (Hoe-Pac) attached to a Case 580 Backhoe. Two in -place density tests were taken in the base
course backfill. The test results indicated that the areas tested were compacted to at least 95 percent of the
maximum dry density estimated in accordance with AASHO T-180 (D).
At the request of*Jim Boone (NRC Environmental Services), we plan to visit the site at 1400 tomorrow.
Site Visit: 3 Hrs., Travel Time: 2 Hrs., Gauge: 4 Hrs. (4 Hrs. Min.)
This report presents the results of our observation and testing activities related to this project. This report does not provide any recommendations. We rely on
the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work
does not include supervision or direction of the actual work of (he contractor, his employees or agents. Our firm will not be responsible for job or site safety on
this projecl.
Attachments: Summary of In -place Density Tests and Site Plan Excerpt
Distribution: NRC Environmental Services, Port of Edmonds, Field File /.4P
Signed:
f(4r
poolostj ujetwot4 uOloulpno
11 N's I III) I A
SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS
Donald E. Huff
Fill Placement Testing Services
16452466 1h Place SE
North Bend, WA 98045-8644
206-947-2005
Project: Harbor Square, Soil Remediation-Phase I File No. 050701
Test
Number
Test
Date
Test
Method
General Location
Elev.
(feet)
Feet
to
Grade
Soil*
Type
Type
Compactor
Field
Moisture
(%)
ExcavgtLion Backfill
1
10-6-05
N
See Attached Site Plan
-3
sG(1)
BV
4.7
2
10-6-05
N
See Attached Site Plan
-2.5,
SG(1)
BV
4.9
*(1)=Compaction Curve Number
Page 1 of 1
Dry Density
0MC: I Field I Max.
Percent
Compaction
ield I Spec.
5.9 132.6 1 139.0 1 95.4 1 95
-7-
5.9 132.3 1 139.0 1 9.5.2 95
Percent Compaction Based On: []
Standard Proctor (AASHTO T99-57, ASTM D-698
Z
Modified Proctor (AASHTOT180-57, ASTM D-1557
Density Test Method
N — Nuclear (ASTM D-2922)
Abbreviations
OMC — Optimum Moisture Content
Type of Compactor
R — Rubber -tired Roller JJ — Jumping Jack
SC — Sand Gone (ASTM D-1556)
RB — Rubber Balloon (ASTM 0-3167)
RT — Retest of an area
SL — Slightly
V — Vibratory Compactor
L — Loaded Scraper
S — Sheepsfoot Roller
VP — Vibratory Plate
Go — Grid Roller
HT I'Hand Tamper
BV— Backhoe Vibratory Plate
LB-LoadedBucket
Soil Type
S — Sand
s — sandy
G — Gravel
g - gravelly
Si — Silt
si - silty
C — Clay
c - clayey
Donald E. Huff
FIELD REPORT
File Number:
Fill Placement Testing Services
050701
116452 466'h Ave. SE
Project:
Oats:
North Bend, WA 98045-8644
Harbor Square, Soil Remediation-Phase I
October 7, 2005
Phone: (206) 947-2005
Owner:
Time of Arrival:
Report Number:
Port of Edmonds
1400
2
Prepared by:
Locatiory
Time of Departure:
Page
Donald E. Huff
Edmonds, WA
1430
1 of 2
Purpose of visit:
Weather:
Travel Time:
Construction Testing Services
Partly Cloudy, High 63
2 Hrs
We visited the site today at the request of Jim Boone with NRC Environmental Services. The site is located
south of West Dayton Street, south and adjacent to Building No.5 (170 West Dayton Street) within the Harbor
Square Complex in Edmonds, Washington.
EXCAVATION AND BACKFILL (Soil Remelation): The contractor (NRC Environmental Services)
continued excavating and backfilling the area of contaminated soil located as shown on the site plan excerpt.
The I depth of the excavation was approximately 6 feet and measured approximately 8 feet wide and 58 feet in
length. The exposed excavated subgrade soil consists of medium dense to dense gray sandy silt (ML). Free
water was seeping into the excavation and equalized its level at approximately 14 to 18 inches up from the
exposed excavated subgrade. The water was pumped out of the excavation into a contained steel reservoir.
The contaminated soil was also removed from the excavation and transported off site. They also completed
backfilling the area that was excavated and partially backfilled yesterday also shown on the attached site plan
excerpt.
The backfill consisted of approximately 1.5 feet of 4 to 8'inch quarry spalls topped with approximately 12
inches of 2 to 4 inch quarry spalls and the remainder of the excavation backfilled with minus 11/4 inch crushed
rock base course (Curve No.1, 139.0 pef at 5.9 percent optimum moisture content).. The quarry spatls (both
the 4 to 8 inch and the 2 to 4 inch) was seated with the backside of the bucket attached to a large excavator.
Prior to the base course placement, the quarry spalls was topped with heavy geotextile. The base course
backfill was placed in 8 inch loose lifts with a front-end loader and an excavator and compacted with a 1.5' X
2' vibratory plate (Hod-Pac) attached to a Case 580 Backhoe. A total of 4 in -place density tests were taken in
the base course backfill (2 in the first 43-foot area and 2 in the 38-foot area. The test results indicated that the
areas tested were compacted to at least 95 percent of the maximum dry density estimated in accordance with
AASHO T-180 (D).
This report presents the results of our observation and testing activities related to this project. This report does not provide any recommendations. We rely on
the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work
does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on
this project.
Attachments: Summary of In -place Density Tests and Site Plan Excerpt
Distribution: NRC Environmental Services, Port of Edmonds, Field File
Project No: 050701
10/7/05
Paee 2
At the request of Jim Boone (NRC Environmental Services), we plan to visit the. site at 1400 Monday, 10-10-
05..
I Site Visit: 0.5 Hrs., Travel Time: 2 Hrs., Gauge: 4 Hrs. (4 Hrs. Min.)
Port of Edmonds
Par" and Boat
CD
Trailer Lot
z
Clean SoU 1
1 StDC344e Area
i See Note 7 on,'
Drawing C-4
119OW Dayton Street
(Bulkling 1)
A
.17DWDaytonSUW
@Wding 5)
Appro)dmate Umlts of Sell
Berm E=avation Arm (See
Notes 1-3 on Drawing ") .. I
App=*rft Cimit& of Main
Soll Excaveitim Area (See
Notes 1-3 on Drawing G4
180 W Dayton Street Z:
(Building 4)
See Norte 5 on
Drawing
See Note 8 on
Drawing CA 4@' tk
See Note 6 on
Drawing C--4
Marsh
Observation
Approxiinrate Limb of Deck
Pavemerit Overlay Area 11
SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS
Donald E. Huff
Fill Placement Testing Services
16452 466th Place SE
North Bend, WA 98045-8644
206-947-2005
Project: Harbor Square, Soil Remediation-Phase I File No. 050701
Page 1
of
Test Test Test
Number Date Method
Feet'
Elev. to Soil* Type
General Location
Field
Moisture
Dry Density
(PCF)
Percent
Compaction
(feet) Grade Type Compactor
(%) 0MC
Field Max.
Field Spec.
Excavation Backfill
3 10-7-05 N
tta
See Attached Site Plan sG(1) BV
4.1 5.9
133.0
4 10-7-05 N
See Attached Site Plan G. sG(1) 8V
4.2 5.9
139...0
95.71 95,
5 10-7-05 N
See Attached Site Plan
133.1 139.0
95.8 95
-3 sG(1) BV
4.2 5.9
132.3 139.0
95.2 95
6 10-7-05 N
See Attached Site Plan ---- -2 sG(1) BV
4.0 5.9
132.6 139.0
95.4
95
(1)=Compaction Curve Number
Percent Compaction Based On:
Standard Proctor (AASHTO T99-57, ASTM D-698
Modified Proctor (AASHTO T180-57, ASTM D-1557
Density Test Method
N — Nuclear (ASTM D-2922)
Abbreviations
Type of Compactor
OMC — Optimum moisture Content R — Rubber -tired Roller
Soil
Type
SC — Sand Cone (ASTM D- 1556)
RB — Rubber Balloon (ASTM D-3167)
RT — Retest of an area V —Vibratory Compactor
SL — Slightly
JJ — Jumping Jack
L — Loaded Scraper
S — Sand
G — Gravel
s —sandy
-
S — Sheepsfoot Roller
GD — Grid Roller
VP — Vibratory Plate
Si — Silt
g gravelly
si - silty
BV — Backhoe Vibratory Plate LB -Loaded
HT — Hand Tamper
Bucket
C — Clay
c - clayey
Donald E. Huff
FIELD REPORT
File Number:
050701
Fill Placement Testing Services
16452 466" Ave. SE
P(oled:
Dale:
North Bend, WA 98045-8644
Harbor Square, Soil Remediation-Phase I
October 12, 2005
Phone: (206) 947-2005
Owner
Time of Arrival:
Report Number:
Port of Edmonds
0830
3
Prepared by:
Locatiom
Time of Oeparture:
Page
Donald E. Huff
Edmonds, WA
0930
1 of 2
Purpose of visit:
Weather:
TravelTime:
Construction Testing Services
Partly Cloudy, High 63
2 Hirs.
We visited the site today at the request of Jim Boone with NRC Environmental Services. The site was not
ready for our visit on Monday (10-10-05) and was re -scheduled for today. The site is located south of West
Dayton Street, south and adjacent to Building No.5 (170 West Dayton Street) within the Harbor Square
Complex in Edmonds, Washington.
EXCAVATION AND BACKFILL (Soil Remediation): The contractor (NRC Environmental Services)
continued excavating and backfilling the area of contaminated soillocated as shown on the site.plan excerpt.
The depth of the excavation was approximately 6 to 8 feet averaging approximately 7 feet and measured
approximately 33 feet wide and . 50 feet in length. The exposed excavated subgrade soil consists of medium
dense to dense gray sandy silt (ML). Free water was seeping into the excavation and equalized its level at
approximately 18 inches up from the exposed excavated subgrade. The water was pumped out of the
excavation into a contained steel reservoir. The contaminated soil was also removed from the excavation and
transported off site. The backfill placed today consisted of approximately 1.5 feet of 4 to 8 inch quarry spalls
topped with approximately 12 inches of 2 to 4 inch quarry spalls. The remainder of the backfill consists of
imported clean gray fine to coarse sand with gravel (gravel borrow -Curve No.2, 124.0 pcf at 8.0 percent
optimum moisture content) to within 1.5 to 2 feet of subgrade. The quarry spalls (both the 4 to 8 inch and the
2 to 4 inch) was seated with the backside of the bucket attached to a large excavator. Prior to the gravelly sand
backfill placement, the quarry spalis was topped with heavy geotextile. The gravelly sand backfill was placed
in 8 inch loose lifts with a front-end loader and an excavator and compacted with both a 1.5' X 2' vibratory
plate (Hoe-Pac) attached to a Case 580 Backhoe and a large single smooth drum vibratory roller. Four in -place
density tests were taken in the gravelly sand backfill. The test results indicated that the areas tested were
compacted to at least 95 percent of the maximum dry density, estimated in accordance with AASHO T-180 (D).
The contractor also completed backfilling the area that was excavated and partially backfilled Friday (10-7-05)
shown on the attached site plan excerpt. The backfill consisted of minus 11/4 inch crushed rock base course
(Curve No. 1, 139.0 pef at 5.9 percent optimum moisture content). The base course backfill was placed in 8
This report presents the results of our observation and testing activities related to this project. This report does not provide any recommendations. We rely on
the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work
does not Include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on
this project.
Attachments: Summary of In -place Density Tests and Site Plan Excerpt
.Di stribution: NRC Environmental Services, Port of Edmonds, Field File
Signed:?,!
Project No: 050701
10/12/05
Paee 2
inch loose lifts with a front-end loader and compacted with a 1.5' X 2' vibratory plate (Hoe-Pac) attached to a
Case 580 Backhoe. Two in -place density tests were taken in the base course backfill. The test results indicated
that the areas tested were compacted to at least 95 percent of the maximum dry density estimated in accordance
with AASHO T-180 (D).
NOTE:. We noticed that the plans and specifications address the use of 8 inches of top course crushed rock
under the asphalt pavement. Because of the clean nature of the minus 1 V4 inch crushed rock base course and
sand layer, we suggest using the base course material in lieu of the top course layer. The purpose of the top
course layer is to dissipate the surface water that drains through the asphalt and to provide a leveling and non -
deformation course for the asphalt. The. base course layer can provide near* the same paramete rs as the top
course,layer especially since the thickness of the base course layer will be in excess of 12 inches. This should
save time and expense for re -grading the base course for the top course layer. The ultimate decision is with the
Port of Edmonds and the Civil Engineer of Record.
At the request of Jim Boone (NRC Environmental Services), we plan to visit the site Friday, 10-14-05.
Site Visit: I Hr., Travel Time: 2 Hrs., Gauge: 4 Hrs. (4 Hrs. Min.)
CD
40
J-1 9
I r. lei
Hit
�j VE
puftgton Notthem Rallroad
P7
A- t
a v r
:3
I
SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS
Donald E. Huff
Fill Placement Testing Services
16452 466h Place SE
North Bend, WA 98045-8644
206-947-2005
Project: Harbor Square, Soil Remediation-Phase I File No. 050701
.Te
N u st
ber
m7
Test
Date
Test
Method
General Location
Elev.
(feet)
Feet
to
Grade
Soil*
Type
Type
Compactor
F�ield
Moisture
(%)
Excavation Backfill
7
10-12-05
N
See Attached Site Plan
-4
1 gS(2)
V&BV
7.7
8
10-12-05
N
See Attached Site Plan
-3
9S(2)
V&B—V-
7.4
9
10-12-05
N
See Attached Site Plan
.3.5
gS(2)
V&BV
7.5
10
10-12-05
N
See Attached Site Plan
-2.5
gS(2)
V&BV
7.3
11
10-12-05
N
See Attached Site Plan
-1
sG(1)
BV
4.0
12
10-12-05
N
See Attached Site Plan
S. -
sG(1)
13V
3.6
(2)=Compaction Curve Number
Percent Compaction Based On: E] 'Standard Proctor (AASHTO T99-57, ASTM D-698
Page 1 of 1
Dry Density Percent
(PCF) Compaction
01MC Fiel Max. Field f —Spec.
8.0
.121.6
124.0
98.1
95
8.0
120.9
124.0
97.5
95
8.0
118.4
124.0
95.5
95
8.0
119.0
124.0
96.0
95
5.9
132.6
139.0
95.4
95
5.9
133.5
139.0
96.0
95
Modified Proctor (AASHTO T180757, ASTM D-1557
'Density Test Method
N — Nuclear (ASTM D-2922)
Abbreviations
OMC — Optimum Moisture Content
Type of Compactor
R — Rubber -tired Roller JJ — Jumping Jack
SC — Sand Cone (ASTM D-1 556)
RB — Rubber Balloon (ASTM D-3167)
RT — Retest of an area
SL— Slightly
V — Vibratory Compactor
L — Loaded Scraper
S — Sheepsfoot Roller
VP — Vibratory Plate
GD — Grid Roller
HT — Hand Tamper
BV — Backhoe Vibratory Plate
LB -Loaded Bucket
Soil Type
S — Sand
s — sandy
G — Gravel
g - gravelly
Si — Silt
si - silty
C — Clay
c - clayey
N
i
Donald E. Huff
FIELD REPORT
File Number:
050701
Fill Placement Testing Services
16452 466"' Ave. SE
Project:
Date:
North Bend, WA 98045-8644
Harbor Square, Soil Remediaiion-Phase I
October 19, 2005
Phone: (206) 947-2005
Owner:
rime of Arrival:
Report Number:
Port of Edmonds
1400
4
Prepared by:
Location:
Time of Departure:
Page
Donald E. Huff
Edmonds, WA
1500
1 of 2
Purpose of visit:
Weather:
Travell ane:
Construction Testing Services
Cloudy, High 58
2 Hrs.
We visited the site today at the request of Jim Boone with NRC Environmental Services. The site was not
ready for our visit on Friday (10-14-05) and was re -scheduled for today. The site is located south of West
Dayton Street, south and adjacent to Building No.5 (170 West Dayton Street) within the Harbor Square
Complex in Edmonds, Washington.
EXCAVATION AND BACKFILL (Soil Remediation): The contractor (NRC Environmental Services)
continued excavating and backfilling the areas of contaminated soil located as shown on the site plan excerpt.
The depth of the excavations was approximately 6 to 8 feet averaging approximately 7 feet. A strip of
contaminated soil approximately 8 to 10 wide was left in place due to an existing water line to be excavated
later. The exposed excavated subgrade soil consists of medium dense.to dense gray sandy silt (ML). Free
wa ter was seeping into the excavation and equalized its level at approximately 18 inches up from the exposed
excavated subgrade. The water was pumped out of the excavation into a contained steel reservoir. The
contaminated soil was also removed from the excavation and transported off site. The backfill placed since our
last visit consists of approximately 1.5 feet of 4 to 8 inch quarry spalls topped with approximately 12 inches of
2 to 4 inch quarry spalls. The remainder of the backfill consists of imported clean gray fine to coarse sand with
gravel (gravel borrow -Curve No.2, 124.0 pcf at 8.0 percent optimum moisture content) to within 1.5 to 2 feet
of subgrade and imported minus I V4 inch crushed rock base course (Curve No. 1, 139.0 pef at 5.9 percent
optimum moisture content) to within 8 inches of subgrade. We understand that the upper 8 inches of the
excavation will be backfi * Red with top course (3/8-inch crushed rock). The quarry spalls (both the 4 to 8 inch
and the 2 to 4 inch) was seated with the backside of the bucket attached to a large excavator. Prior to the
gravelly sand backfill placement (gravel borrow), the quarry spalls was topped.with heavy geotextile. The
gravelly sand backfill (gravel borrow) and the base course was placed in 8 inch loose lifts with a front-end
loader and an excavator and compacted with both a 1.5' X 2' vibratory plate (Hoe-Pac) attached to a Case 580
Backhoe and a large single smooth drum vibratory roller. A total of seven in -place density tests were taken in
the backfill (four in the gravel borrow backfill and three in the base course). The test results indicated that the
This report presents the results of our observation and testing activities related to this project. This report does not provide any recommendations. We rely on
the contractor to comply with the plans and specifications throughout the duration of the project Irrespective of the presence of our representative. Our work
does not include supervision or direction of the actual work of the contractor, his employees or agents. Our firm will not be responsible for job or site safety on
this project.
Attachments: Summary of In -place Density Tests and.Site Plan Excerpt
Distribution: NRC Environmental Services, Port of Edmonds, Field File
ZZ
Signed:'A&A
in
I/
T
If
=N
4r
jol
SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS
Donald E. Huff
Fill Placement Testing Services
16452 466th Place SE
North Bend, WA 98045-8644
206-947-2005
Project: Harbor Square, Soil Remedialtion-Phase I File No. 050701
Test
Number
Test
Date
Test
Method
General Location
Excavation Backfill
Elev.
(feet)
Feet
to
Grade
Soil*
Type
Type
Compactor
Field
Moisture
13
-
10-19-05
N
See Attached Site Plan
-3
gS(2)
V&BV
7.5
14
10-19-05
N
See Attached Site Plan
-2
gS(2)
V&Bv
7.6
15
-
10-19-05
N
See Attached Site Plan
.3.5
gS(2)
V&BV
7.3
16
10-19-05
N
See Attached Site Plan
-0.5
gS(2)
V&BV
17
10-19-05
N
See Attached Site Plan
-1
sG(1)
BV
3.9
18
10-19-05
N
See Attached Site Plan
w-0.5
sG(1)
8V
4.1
19
10-19-05
N
See Attached Site Plan
-0.5
sG(1)
BV
4.2
(2)=Compaction Curve Number
Page
Dry Density
(PCF)
OMC Field I
1 of
Percent
Compaction
--Feld I Spec.
8.0
118.2
124.0
95.3
9
8.0
119.0
124.0
96.0
95
8.0
118.5
124.0
95.6
95
8.0
119.2
124.0
96.1
95
5.9
132.9
-139.0
95.6
95
5.9
133.3
139.0
95.9
95
5.9
133.6
139.0
96.1 1
95
Percent Compaction Based On: E]
Standard Proctor (AASHTO.T99-57, ASTM D-698
Modified Proctor (AASHTO T180-57, ASTM D-1557
Density Test Method
N - Nuclear (ASTM D-2922)
SC
Abbreviations
OMC - Optimum Moisture Content
Type of Compactor
R - Rubber -tired Roller JJ - Jumping Jack
- Sand Cone (ASTM D-1 556)
RB - Rubber Balloon (ASTM D-3167)
RT - Retest of an area
SL - Slightly
V - Vibratory Compactor
L - Loaded Scraper
S - Sheepsfoot Roller
VP - Vibratory Plate
GD - Grid Roller
HT - Hand Tamper
BV - Backhoe Vibratory Plate
LB -Loaded Bucket
Soil Type
S - Sand
s - sandy
G - Gravel
g - gravelly
Si - Silt
si - silty
C - Clay
c - clayey
Donald E. Huff
FIELD REPORT
File Number:
Fill Placement Testing Services
050701
16452 466'h Ave. SE
Date:
North Bend, WA 98045-8644
Harbor Square, Soil Remediation-Phase I
October 31, 2005
Phone: (206) 947-2005
Owner.
Time of Arrival:
Report Number:
Port of Edmonds
1400
5
Prepared by:
Location:
Time of Departure:
Page
Donald E. Huff
Edmonds, WA
1430
1 of 2
Purpose of visit:
Weather:
Travel Tim
Construction Testing Services
Cloudy, High 56
2 Hrs,
We visited the site today at the request of Jim Boone with NRC Environmental Services. The site was not
ready for our visit on Tuesday (10-25-05) and was re -scheduled for today. The site is located south of West
Dayton Street, south and adjacent to Building No.5 (170 West Dayton Street) within the Harbor Square
Complex in Edmonds, WasWn ton.
9
EXCAVATION AND BACKFILL (Soil Remediation): Since our last visit, the contractor (NRC Environmental
Services) continued backfilling the areas of removed contaminated soil located as shown on the site plan
excerpt. They also excavated a strip of contaminated soil approximately 8 to 10 feet wide that was previously
left in place due to an existing water line. The exposed excavated subgrade soil along the strip consists of
inedium dense to dense gray sandy silt (ML). Free water was seeping into the excavation and equalized its
level at approximately 18 inches above the exposed excavated subgrade. The water was pumped out of the
excavation into'a contained steel reservoir. The contaminated soil was also removed from the excavation and
transported off site. The backfill placed along the strip consists of approximately 1.5. feet of 4 to 8 inch quarry
spalls topped with approximately 12 inches of 2 to 4 inch quarry spalls. The new water line was bedded with
5/8 inch crushed rock. The remainder of the backfill above the new water line bedding and in the other areas
adjacent to the water line consists of imported clean gray fine to coarse sand with gravel (gravel borrow -Curve
No.2, 124.0 pcf at 8.0 percent optimum moisture content) to within 1.5 to 2 feet of subgrade and imported
minus 11/4 inch crushed rock base course (Curve No. 1, 139. 0 pcf at 5.9 percent optimum moisture content) to
within 8 inches of subgrade. We understand that the upper 8 inches of the excavation will be backfilled with
top course (5/8 inch crushed rock). The quarry spalls (both the 4 to 8 inch and the 2 to. 4 inch) along the strip
(water line area) was seated with the backside of the bucket attached to a large excavator. Prior to the gravelly
sand backfill placement (gravel borrow), the quarry spalls was topped with heavy geotextile. The gravelly sand
backfill (gravel borrow) and the base course was placed in 8 inch loose lifts with a front-end loader and an
excavator and compacted with both a 1.5' X 2' vibratory plate (Hoe-Pac) attached to a Case 580 Backhoe and a
large single smooth drum vibratory roller. Seven in -place density tests were taken in the backfill (one in the
This report presents the results of our observation and testing activities related to this project. This report does not provide any recommendations. We rely on
the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative. Our work
does not Include supervision or direction of the actual work of the contractor, his employees or agents. our. firm will not be responsible for job or site safety on
this project
Attachments: Summary of In -place Density Tests and Site Plan Excerpt
Distribution: NRC Environmental Services, Port of Edmonds, Field File
"—/
Signed: L
� — - I/ V
Project No: 050701
10/31/05
Paize 2
gravel borrow backfill and six in the base course). The test results indicated that the areas tested were
compacted to at least 95 percent of the maximum dry density estimated in accordance with AASHO T-180 (D).
The contractor also re -graded the south sidewalk subgrade and placed approximately 8 inches of 11/4 inch
crushed rock base course (Curve No. 1). The base course was placed with a Case 580 Front-end Loader and
compacted with a large smooth drum vibratory roller. Two in -place density tests were taken in the new base
course subgrade. The test results indicated that the areas tested were compacted to at least 95 percent of the
maximum dry density estimated in accordance with AASHO T-180 (D).
There still remains approximately 8 inches of 5/8 inch crushed rock top course to be placed and compacted in
the backfilled soil remediation areas. We �Ian to visit the site when the top course is ready for testing.
Site Visit: 0.5 Hrs., Travel Time: 2 Hrs., Gauge: 4 Hrs. (4 Hrs. Min.)
SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS
Donald E. Huff
Fill Placement Testing Services
16452466 1h Place SE
North Bend, WA 98045-8644
206-947-2005
Project: Harbor Square, Soil Rernediation-Phase I File No. 050701
Page 1 of 1
Test
Number
Test
Date
Test
Method
General Location
Elev.
(feet)
Feet
to
Grade
Soil*
Type
Type
Compactor
Field
Moisture
0MC
Dry Density
(PCF)
Percent
Compaction
Field
Max.
Field
Spec.
Excavation Backfill
20
10-31-05
N
See Attached Site Plan
-3
gS(2)
V&BV
7.8
8.0
118.8
124.0
95.8
95
21
10-31-05
N
See Attached Site Plan
-1.5
sG(1)
V&BV
4.8
5.9
133.7
139.0
96.2
95
22
10-31-05
N
See Attached Site Plan
..1.0
sG(1)
V&BV
5.0
5.9
133.1
139.0
95.8
95
23
10-31-05
N
See Attached Site Plan
-0.7
sG(1)
V&BV
4.6
5.9
134.0
139.0
96.4
95
24
10-31-05
N
See Attached Site Plan
-0.7
sG(1)
V&BV
4.8
5.9
133.8
139.0
1 96.3
95
25
10-31-05
N
See Attached Site Plan
-0.5
sG(1)
V&BV
5.1
5.9.
133.2
139.0
95.8
95
26
10-31-05
N
See Attached Site Plan
-0.5
sG(1)
V&BV
4.7
5.9
133.5
139.0
96.0
95
Sidewalk Subgrade Preparation
27
10-31-05
See Attached Site Plan
0.5
sG(1)
V
5.0
5.9
132.2
139.0
95.1
95
28
10-31-05
See Attached Site Plan
0.5
sG(1)
V
4.8
5.9
132.8
139.0
95.5
95
1'(2)=Compaction Curve Numberl
T
Percent Compaction Based On: F�
Standard Proctor (AASHTO T99-57, ASTM D-698
Modified Proctor (AASHTO T180-57, ASTM D-1557
Density Test Method
Abbreviations
Type of Compactor
N - Nuclear (ASTM D-2922)
OMC - Optimum Moisture Content
R - Rubber -tired Roller
JJ - Jumping Jack
SC - Sand Cone (ASTM D-1 556)
RT - Retest of an area
V - Vibratory Compactor
L - Loaded Scraper
RB - Rubber Balloon (ASTM D-3167)
SL - Slightly
S - Sheepsfoot Roller
VP - Vibratory Plate
GD - Grid Roller
HT - Hand Tamper
BV - Backhoe Vibratory Plate
LB -Loaded Bucket
Soil Type
S - Sand s - sandy
G - Gravel g - gravelly
Si - Silt si - silty
C - Clay c - clayey
r1%
I
NOV-04-2005 12:50 PM DONALD.E.HUFF
4258893168
P.'02
Donald E. Huff
FIELD REPORT
P09 Number
Fill Placement Testing SetvIdes
050701
. 18462 46e Ave. BE
Raja:
cat.:
North Send, WA 9804"644
Harbor Square, Soil Remediation-Phose I
November 3, 2005
Phone: (206) 947-2006
oiinw.
71me of Arrival:
Report Number
Port of Edmonds
1145
6-Final
prepMeg Sir:
Lowum
nme 616rp-aaW
Donald E. Huff
Edmonds, WA
1215
1 of I
ftrpm. DFAVIr.
10aatha'.
Construction Testing Services
__ 1.
Overcast, Rain, High 52
2 Hrs.
We visited the site today at the request of Jim Boone wlt� NRC Environmental Services. The site is located
south of West Dayt9n Street, south and adjacent to Building No.5 (170 West Dayton Street) within the Harbor
Square Complex In Edmonds, Washington.
EXCAYATION-JaACKEILL (Soil Romedlation): Since our last visit, the contractor (NRC Environmental
Services) completed backfilling the areas of removed contaminated soil to within approximately 0.7 feet (8
inches) of subgrade located as shown on the site plan excerpt. They also placed approximately 8 inches of 5/8-
Inch crushed rack (top'course) to approximate subgrade located as shown on the attac�ed site plan excerpt, The
base course consisted of clean Imported minus 11/4 Inch crushed rock (Curve No.1 139.0 pcf at 5.9 percent
optimum moisture content). The top course consisted of clean imported 5/8-inch crushed rack (Curve No.3,
134.1 pef at 6.5 percent optimum moisture content), Both the base course and the top course was placed with
an excavator and a Case 580 Front-end Loader in 9 inch loose lifts and compacted with a 1.5' X. 2' vibratory
plate (Hoe-Pac) attached to a Case 580 Backhoo and a large smooth drum vibratory roller. A total of six in -
place density tests were taken in the backfill (two in the base course and four in the top course), The test
results indicated that the areas tested were compacted to at least 95 percent of the maximum dry density
estimated In accordance with AASHO T-180 (D)i
This report - completes our involvement with this project. Based on our site visit observations and testin8 data,
the backfill was placed and compacted In accordance with the project plans and specifications. The contractor
(NRC Environment Services) will call us if we are needed again.
Site Visit: 0.5 Hirs., Travel Time: 2 Hrs., Gauge: 4 Hirs. (4 Hirs. Min.)
This report presents the results of ovrobvervallon and tasting activities related to this projeet. This report dos& not provide any recornnwdalions. We rely art
the Contraefor to CoMply with the plans and specillcatlans throughout the durallorl of 94 project Irrespective of the presence of ow representative. OVI work
does not ineluda supervision or direction of the actual work of the emiradar. his employees or agents. Our fiffn will not be responsible for job or $16 safety 0A
this prolsot.
Attachments: Summary of In -place Density Tests and Site Plan Excerpts (2)
Distribution: NRG Environmental Services, Port of Edmonds, Field File
Signed: _Aaelz 0
SUMMARY OF IN -PLACE MOISTURE AND DENSITY TESTS
Donald E. Huff
FW Placemni Tesft Servzw
16452 466P Piace SE
North Bend, WA 980454W
206,947-2005
P10ject Harbor Squar% Soff Rentediation-Phase I File Na 050701
Page 1 Of I
Test
Number
29
Test
Daft
Tw
Whod
N
G40eral Location
Q=vafion Backfill
See Attached Site Fbn
Elev.
(logo
Fed
to
Grade
-0.7
Soir
- Type
SG(1)
Tyw
cakupetw
V&BV
Redd
mobbare
N
5.6
OMC
5.9
Dry Denft
ft'��7ft
(PCF)
Field NIM
133.3 139-0
Percent
COmpaction
C:��
FM
95.9- 95
30
31
11 F-3-�05
N
N
See Attached Site Plan
See Attached Site Plan
-0-7
S.G.
SG(1)
V&BV
5.5
5.9
35
�3-9-0
-iET
95
G(3)
V&BV
6.1
6.5
129.6
134-1
96.6
95
32
11-3-05
-il,3-05
N
—N
See Attached Site Plan
—
S.G-
I G(3)
V&BV
6.3
6.5
—6Z
129.
134.
—96
.3
95
33
34
11-3-05
N
See Attached Site Plan
See Attached Site han
—
S.G.
S-G.
G (3)
G(3)
V&BV
6-4
6-2
6.5
127.9
134.1-
9-5.4
95
128.3
134.1
95. 7
95
I
F(1);6�rnpacton Curve 1�—Ur-;�; beirl
i'Ment COMPacton Based ore LJ Standam Proctor (AAswo T99-s7. AsTm D-69s
MOd-ftdPMCtOr(AASHTOT18D-57.ASTMD-1567
DeFM* Test Nelliad Abbrevia
N - Nudew GASTM D-2M) Type of Compacbw
OMC - OPtifflum fiftsture content R - Phd3W-tjrqd Roger JJ - Jurnpbv Jack
SC - Sand Cone (ASTM D-I,%f)) RT - Retest ef an area V - VitualWy Compactor L - Loar4,sd Scraper
RB; - RLfter Balloon W-5 M 0-3187) SL-Slightly S - Sh—foolRoger 410
- VKLndLVfy rqaW
GD - Gdd Rx*ff HT - Hand Tamper
8V - Backhoe Vibra� Plate LB4xeded Bucket
Scul Type
S - Sand
6 - sandy
G - Grm%4
9 - gravelly
Si - sift
si - Silty
C - Clay
c - clayey
z
0
G
(A
T
3
to
0
z
D
r
tj
C
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NOV-04-2005 12:51 PM DOWALn_E_WIIPP
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STREET FILE
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APPROVED DATE*,.,,,-
BLDG. OFFICIAL 0,014&-4444
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This drawing was specifically created for: Scrub a Pup
Proofs are property of Russell Sign Company and may not be reproduced in anyway
IL without consent from Russell Sign Company. All proofs are for representation only-
VE 5629 208th St. SW Ste. H Lynnwood, WA 98036. 425.775.7010 Fax 425.673.5508
is
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APPRI VED BY I LANNING
City of Edmonds Budding Department
Ap?ROVED PLAN
1511x220" (22.9sqft)
xacEEUVIML-,j)
DEC 2 1 Z018
,OPMENT SERVICES CTR
CITY OF EDMONDS
American Brewing Company 12/21/2010 9:48:59 AM
Scale: 1:2.23 Height: 18.406 Length: 13.028 in
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American Brewing Company 12/23/2010 11:17:41 AM Scale: 1:2.06 Height: 2.949 Length: 21.349 in
1511 x 22011 (22.9 sqft)
AM RICAN BR WING C04,
"CEWED
DEC 2 ?,;t6(b
DEVELOPmENT SERVICE
EDMO S (;T�.
CITY OF NDS I..
American Brewing Company 12/23/2010 11:30:29 AM Scale: 1:1.78 Height: 14.664 Length: 10.703 i;
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ilk OV ED&O CITY OF EDMONDS _� =11� .1Z
'�4I — 10
, 'T 1215 1h Avenue North - Edmonds, WA 98020
Phone: 425.771.0220 - Fax: 425.77 1.0212 1 - Web: www.ci.edmonds.wa.us
DEVELOPMENT SERVICEs DEPARTMENT: PLANNING DIVISION
ADMINISTRATIVE DESIGN REVIEW
-STAFFDEasioN-
BLD20100993 Project Proposal:
The American Brewing Company is moving into the site located at 180 West Dayton Street,
Suite 102 and is applying for a new, non -illuminated, wall mounted sign.
Property Owner
Port of Edmonds
336 Admiral Way
Edmonds, WA 98020
Design Review Process:
Applicant
American Brewing Company
180 West Dayton Street, Suite 102
Edmonds, WA 98020
The proposed project requires a Design Review. Projects that remain under the SEPA threshold
are reviewed by staff with the building permit and the design review is considered an
administrative Staff Decision subject to the requirements of ECDC 20.60 (Sign Code) and is a
Type I decision pursuant ECDC 20.01.003.A.
Analysis:
I . Location. The project site is located at 180 West Dayton St, Suite 102. The site is zoned
CG — General Commercial through a contact rezone (R- 1979-4); however, conditions of the
contract rezone -state that signs will be subject to the requirements of the BC zone. The
comprehensive plan designation for the site is Downtown Master Plan and is located in the
Downtown/Waterfront Activity Center overlay.
American Brewing Co. is located in the southwest comer of building 180 at Harbor Square.
The proposed sign would be placed on the northeast comer of the building so it will be
visible from Dayton Street.
2. Sign type. The proposed sign is a non -illuminated wall mounted sign, which is a permitted
sing type in the Downtown/Waterfront Activity Center.
Size. Businesses within the BC zone are permitted I square foot of sign area per lineal foot
of wall containing the main public entrance. American Brewing Company's business space
has 90 lineal feet of frontage and is therefore permitted a maximum sign area allowed of 90
square feet. The proposed wall sign is 22.9 square feet and compliant with the area of sign
allowed for the business.
The wall where the sign will be placed is 120 feet, which means a maximum of 120 square
feet of wall signs may be placed on this wall pursuant to ECDC 20.60.030.A. American
Brewing's sign will be the third sign on this wall. BNB International has a 16.5 square foot
sign (BLD20061338), Gallaghers' U Brew will have a 26.2 foot square foot sign, and
Page I of2
A,
American Brewing Company's sing is 22.9 for a total of 65.6 square feet of signage which is
below the maximum of 120 square feet of signage allowed for this wall.
4. Color, The proposed wall sign will have red and blue lettering which are acceptable colors.
5. Height. Pursuant to ECDC 20.60.030.B, the maximum height of a sign is 14 f6et or the
height of the face of the building. The proposed sign will be placed on the face of the
building.
Decision:
Based on the facts and conclusions of this report, staff finds that the design review for this
project (File No. BLD2,0100993) is APPROVED.
I have reviewed the application for compliance with the Edmonds Community Development
R
Lien, Planning Division
Date
Appeals: Design review decisions by staff under the provisions of ECDC 20.12.030 are only
appealable to the extent that the applicable building permit or development approval is an
appealable decision under the provisions of the ECDC. Design review by staff is not in itself an
appealable decision.
Page 2 of 2
PLANNING DATA FILE]
-- Sivn5 --
Name:
Date:
Site Address: 7 k(J,
Plan Check BLD-20fe-
Project Description:
Reduced Site Plan Provided: NO)
f9 1
Zoning:
§ ((,,A,--2A
Comprehensive Plan Designation:
Map Page:
Corner Lot: (YES / No
Flag Lot: (YES NU
ADB File (or date waived):
TOTAL Area �r T ',� of
'I y
Allowed in
Matrix
Allowed
TOTAL sign
area
Proposed
Type of Sign
zone?
conditions
area per
Unit
allowed for
sign area
met?
unit
this siqn
Example
wall wonternal
Illurnindtlon
Yes w1th
condItIons
Yes
I sq- fflltneal
ft. attached
41 ft. attached
wall
41 square feet
20 square feet
wall
Sign # 1
t"u %J Wk -
Sign #2
Sign #3
TOTAL Sign Area for Tenantl5ite
Max Permitted:
Previous Total: AW
ProposedTotal:
S14n
Sign Type:
Max Permitted:
Actual Height: b'A
L9
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign.L�&ing
Sign Type:
Proposed:
Allowed in Zone:
Sign Type:
Proposed-
Allowed in Zone: U
PLANNING DATA STREE=TFILE
-- Signs
�i�n Colots
Proposed:
Acceptable?
Requires ADB Approval?
\j
�Ff�n Location
If freestanding and 3-feet or over (unless a fence) meets setbacks?
—
Required Setbadcs
Street:
id e
Side:
Rear:
Actual Setbacks
Street:
Side:
Side:
Rear:
Lan for Freestanding Signs
Size:
Location: IV
Critical Areas Determination #:
Study Required
Waiver
Other
Plan Review By:
A�4ERICAN 5REANS.00.
1'--')A�eTCN— SUITE # 10.2 — Er�)NICNI�)51
5 8
12' 3'-0' _n n
4
30- MIN.,
roo, MIN.
- — - ------------------- jL-
------------
w : w
I Y-
2f :2fofL
f b fly
L--------------------
7"�PICAL
RE57RCC�� PLAN
3/8' = P-0,
gl, 0 -c/)
ao6 cs/ 114,10"5-
Al
City of Edmonds
STREET FILE
Traffic Impact Analysis Worksheet
/11c. i
Name of Proposed Project: 67/4 4 1-1-A C �19 A-/
2 &ALA;;
Owner/Applicant
Name
a,2 Sj� A
Street/Mailing Address
A
City State zip
Telephone: Y�01'
Applicant Contact Person:
(54mr-
Name
StreeUMalling Address
City
Telephone:
Traffic Engineer who prepared the Traffic Impact Analysis (if applicable):
ILIA
Firrn Name
Telephone:
THRESHOLD LEVELS OF ANALYSIS
Contact Name
E-mail:
State Zip
Pr9ject Traffic Levels
Sections to Complete
1. Less than 25 peak -hour trips generated
I and 7 only (Worksheet/Checklist)
II. More than 25 peak -hour trips generated
All sections
1. PROJECT DESCRIPTION
a. Location - Street address: ao vef
Yl-'--
flach a vkinity mV and site plait.)
b. Specify existing land use:
41
c. Specify proposed type and size of development: 111� AZ 6
(# of residential units andlor squarefootage of building)
Revised on 6124110 E82 - Traffic Impact Analysis Worksheet Page 1 of 5
d. Date construction will begin and be completed:
e. Define proposed access locations:
f. Define proposed sight distance at site egress locations:
2. TRIP GENERATION
Source shalt be the Eighth Edition of the Institute of Transportation Engineers (ITE) Trip Generation
manual. For independent fee calculations, the current edition of the ITE manual may be used.
ADT = Average Daily Traffic
PM Peak -hour trips (AM, noon or school peak may also apply as directed by the City Engineer)
a. Existing Site Trip Generation Table:
PM Peak -Hour Trips
Land Use Daily (ADT) IN OUT
b. Proposed Project Trip Generation Table:
Land Use
b. Proposed Project Trip Generation Table:
Land Use
PM Peak -Hour
Daily (ADT) IN
Trips
OUT
c. Net New Project Trip Generation Table:
Land Use
PM Peak -Hour
Daily (ADT) IN
Trips
OUT
d. State assumptions and methodology for internal, link -diverted or passby trips:
Revised on 6124110 E82 - Traffic Impact Analysis Work -sheet Page 2 of 5
I
r
7. MITIGATION RECOMMENDATIONS
State recommended measures and fees required to mitigate project specific traffic impacts. Traffic
impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached)
and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations
in ECDC 18.82.130.
El CHANGE IN USE
Fee for prior use shall be based on fee established at the time the prior use was pennitted. If the
previous use was permitted prior to the adoption of Ordinance 3516 (effective date: 09/12/04),
the 2004 ECDC 18.82.120 impact fee shall be used.
I
Units in
ITE Land Use Category
Per Unit
square feet,
Fee Rate
of dwelling,
vfp, etc.
New Use
$ A X
Prior Use
$ X
QbOA
New Use Fee: $ t19 -rJ
For Use Fee:
$
0 NEW DEVELOPMENT
Units in
ITE Land Use Category
Per Unit
square feet,
Fee Rate
9 of dwelling,
I vfp, etc.
—I
F-1-4ew Use
$ X
=
I
0 OTHER
Fee
NUTIGATION FEE RECOMMENDATION:
$
INDEPENDENT FEE CALCULATION: $200.IQ_L+ consultant fee
TOTAL TRAFFIC IMPACT F
City of Edmonds, Engineering Division Approval
056r,
Date
ees will �be due, �nor �viill a credit be given, for an impact fee calculation resulting in a net negative.
p ct�
��Re,isedloiai 6Z24ZJ 0 E82 - Traffic Impact Analysis Worbheet Pagge 5 of 5
M41;
r,FCEINJED
JUL 2 7 2005
ENGINEERING WOO"
Final Sampling and Analysis Plan
Harbor Square Complex
Edmonds, Washington
July 25, 2005
Prepared for
Port of Edmonds
Edmonds, Washington
1ALANDAU
ASSOCIATES
130 2nd Avenue South
Edmonds, WA 98020
(425) 778-0907
TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 SAMPLE LOCATIONS AND ANALYSIS
2.1 EXPLORATION LOCATION AND SAMPLE COLLECTION
2. 1.1 Edmonds Marsh
2.1.2 Southeast of Remediation Area I
2.2 ANALYTICAL TESTING METHODS
3.0 FIELD PROCEDURES
3.1 SAMPLE DESIGNATION
3.2 SAMPLING PROCEDURES
3.2.1 Edmonds Marsh
3.2.2 Southeast of Remediation Area I
3.3 GLOBAL POSITIONING SURVEY
3.4 SAMPLE LABELING, SHIPPING, AND CHAIN -OF -CUSTODY
3.5 EQUIPMENT DECONTAMINATION
3.5.1 Edmonds Marsh
3.5.2 Area Southeast of Remediation Area 1
3.6 RESIDUALS MANAGEMENT
4.0 SCHEDULE
5.0 REFERENCE
LIST OF FIGURES
Title
Vicinity Map
2 Proposed Soil Boring Locations — Edmonds Marsh Impact Assessment
3 Proposed Exploration Trench Locations Southeast of Remediation Area I
LIST OF TABLES
Table Title
1 Sample Collection and Analysis Summary
LIST OF APPENDICES
Appendix Title
A Health and Safety Plan
Page
1-1
2-1
2-1
2-1
2-2
2-2
3-1
3-1
3-1
3-1
3-2
3-2
3-3
3-3
3-3
3-4
3-4
Eel
5-1
07/25(05 SAWPROGA173\025\015\Edmonds Marsh_SAP-FinaLdoc ii LANDAu AssocIATES
1.0 INTRODUCTION
This sampling and analysis plan (SAP) describes the procedures that will be employed to conduct
the field sampling and laboratory analytical components of the petroleum hydrocarbon contamination
investigation located at the Harbor Square complex and an adjacent marsh area. The site is located in
Edmonds, Washington (Figure 1).
During the period from August 2004 to February 2005, Landau Associates conducted a remedial
action consisting of the excavation and offsite removal of petroleum -impacted soils, debris, and free -
phase petroleum hydrocarbons (Landau Associates 2005). Petroleum -impacted soils, debris, and free -
phase petroleum hydrocarbons were observed in the sidewall of the excavation that bordered the
Edmonds Marsh at a depth of approximately 7 to 8 ft below ground surface (BGS). In addition,
petroleum -impacted soil was observed in the sidewall at the southeastern extent of Remediation Area I at
a depth of approximately 6 ft BGS. Further excavation in to the Edmonds Marsh was not conducted due
to the potential for water in the marsh to drain into the excavation and further excavation to the southeast
of Remediation Area I was not conducted to limit disruptions to nearby businesses.
Landau Associates plans to conduct additional subsurface assessment to determine the extent to
which the petroleum impacts and free -phase petroleum hydrocarbons at the southern border of
Remediation Area I extend out into the marsh and to attempt to determine the nature and extent of
subsurface petroleum impacts to the southeast of Remediation Area I. The assessment is expected to
include the advancement of approximately six soil borings in the marsh. Figure 2 shows potential soil
boring locations that are located on the Port of Edmonds (Port) property. Site access has not been granted
by the City of Edmonds (City) to conduct additional assessment on property owned by the City. Soil
-boring locations will be limited to the "dry" areas of the marsh. Actual soil boring locations and number
of samples may be adjusted, based on field conditions (i.e., surface water elevation in the marsh and soil
saturation) and the extent of petroleum impacts (if encountered). It is expected that a minimum of 5 and a
maximum of 10 samples will be collected for laboratory analysis. Further assessment (in the form of the
collection of additional samples) may be needed if 10 samples are not sufficient to delineate the extent of
the free product. If more than 10 samples are required to assess the extent of free product in the marsh,
these samples may be collected during a separate sampling event after the Port reaches an agreement with
the Washington State Department of Ecology to determine who should be responsible for collecting
additional data in the marsh and, if necessary, after access is granted by the City to conduct assessment
activities on City property.
The additional assessment to the southeast of Remediation Area I will be conducted by
completing a series of "test trenches" for the purpose of collecting soil samples (Figure 3). Test trenches
07/25/05 S:%WPR0Q173\025\015XEdrnonds Marsh.SAP-Rnal.doc 1-1 LANDAu AssocIATES
are being used instead of soil borings due to the somewhat discontinuous nature of the petroleum impacts
observed during the August 2004 to February 2005remedial action. Based on the conditions observed
during trenching activities and analytical results of verification soil samples, excavation of the test trench
assessment area may immediately follow trenching activities.
The assessment activities will occur after necessary permits are acquired and the marsh is
sufficiently dry to allow for personnel and sampling equipment to enter the area. The remainder of this
document presents sample collection procedures (Section 2.0), field procedures (Section 3.0), a tentative
schedule (Section 4.0), and references (Section 5.0). The project Health and Safety Plan is presented as
Appendix A.
07/25/05 S:\WPROC\l 73\025\01 5\Edmonds Marsh.SAP-RnEd-doc
1-2
LANDAu AssocIATES
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2.0 SAMEPLE LOCATIONS AND ANALYSIS
Proposed sample collection locations are shown on Figure 2 (Edmonds Marsh) and on Figure 3
(southeast of Reniediation Area I). In conjunction with the preparation of the SAP, Landau Associates
will schedule a private utility locate contractor for the site to identify potential subsurface utilities that
may be located within the planned assessment area. Following the location of subsurface utilities, Landau
Associates will identify sampling locations in the Edmonds Marsh using survey stakes and test trenches
located southeast of Remediation Area I using spray paint. Sample locations in the test trenches southeast
of Remediation Area I will be determined in the field. The number of samples to be collected and the
chemical analyses to be performed on each sample are described below.
1 2.1 EXPLORATION LOCATION AND SAMPLE COLLECTION
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2.1.1 EDmoNDs MARSH
If possible, a hand auger will be used to collect soil samples for laboratory analysis. If soil
samples cannot effectively be collected using a hand auger (i.e., too great of a vacuum is induced
preventing the successful extraction of the hand auger from the marsh soils), then a small direct -push (i.e.,
jackhammer) unit will be used to drive direct -push probe rods into the soil. Soil borings will extend to
approximately 3 to 10 ft BGS, depending on subsurface conditions encountered in the field. The final
locations of the borings may be adjusted in the field, based on conditions in the marsh. The advancement
of all borings will be monitored and recorded by a Landau Associates field representative. A record of
the soil and groundwater conditions will be maintained in a boring log. The boring log will show
sampling depths, sampling methods, sample recoveries, soil types, stratifications, any evidence of
contamination obser ' ved during drilling, and other information pertinent to the investigation. Each boring
log will also identify the name of the drilling company and operator�s), the type of drilling equipment,
starting and finishing dates for drilling, boring number, and boring location. Soil types will be described
in accordance with the Unified Soil Classification System (USCS). Field analysis of volatile organic
compounds (VOCs) in the composite sainples will be completed using a photoionization detector (PD:)).
We anticipate that one soil sample from each boring will be selected for laboratory analysis, based on
field screening results and physical evidence. Boring locations will be surveyed to establish their
horizontal position -using differential global positioning system (DGPS) equipment.
07/25105 SAWPROQ1 73\02M1 5Edrrionds Marsh—SAP-Rnal.doc 2-1 LANDAu AsSOCIATES
2.1.2 SOUTHEAST OF REMEDIATION AREA I
Landau Associates personnel will collect soil samples from the sidewalls and base of test
trenches. Test trenches will extend to approximately 8 to 12 ft BGS, depending on subsurface conditions
encountered in the field. The final locations of the trenches may be adjusted in the field. The excavation
of all test trenches will be monitored and recorded by a Landau Associates field representative. All field
activities, including soil removal and soil sampling, will be documented and managed by project
oversight personnel in appropriate forms and in field notebooks. A record of the soil and groundwater
conditions will be maintained in field notebooks. The field notebook will show sampling depths, soil
types, stratifications, any evidence of contamination observed during drilling, and other information
pertinent to the investigation. Soil types will be described in accordance with the USCS. Field analysis
of VOCs in the soil samples will be completed using a PID.
In addition, stockpile characterization samples will be collected from the excavated soil
stockpiles. Stockpile characterization samples will be collected to verify that petroleum hydrocarbon
concentrations are in the excavated soil, if excavated soil is to be disposed off site, and to justify disposal
methods for the impacted material.
2.2 ANALYTICAL TESTING MIETHODS
For purposes of this SAP, we have anticipated that a maximum of 15 samples will be collected
from the Edmonds Marsh investigation and 30 samples will be collected from the test trenches southeast
of Remediation Area 1. Samples will be analyzed by the laboratory for gasoline -range total petroleum
hydrocarbons (TPH-G) using Method NWTPH-Gx; benzene, toluene, ethylbenzene, and total xylenes
(BTEX),using U.S. Environmental Protection Agency (EPA) Method 8021; and diesel- and lube oil -range
total petroleum hydrocarbons (TPH-D and TPH-0) using Method NWTPH-Dx. A sample collection and
analysis summary is presented in Table 1. Samples will be delivered to CCI Laboratories located in
Everett, Washington for laboratory analysis.
07/25/05 SAWPR0Q1 73\02Wl S\Edrnonds Marsh—SAP-Rnal.doc 2-2 LANDAu AssocIATES I
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3.0 FIELD PROCEDURES
3.1 SAMPLE DESIGNATION
Designations of samples collected from exploration locations in the Edmonds Marsh will be
preceded with the prefix "HA" for hand auger or "DP" for direct -push, and numerically sequenced.
Designations of samples collected from each hand auger exploration will receive a suffix denoting the top
of the 1-ft depth interval from which it was collected. For example, HA-3-7 will represent the sample
collected from hand auger exploration number 3 beginning at a depth of 7 to 8 ft BGS. Samples collected
from each direct -push exploration will receive a suffix denoting the top of the 2-ft depth interval from
which it was collected. For example, DP-2-4 will represent the sample collected from direct -push
exploration number 2 beginning at a depth of 4 to 6 ft BGS.
Samples collected from a test trench will be identified using the following naming convention:
Example: LAI-SW3-TT14
LAI: Landau Associates; Inc.
SW3: Sample is the Yd sidewall sample collected in the test trench ("Floor" similarly used for
samples collected from the base of the trench).
TTL Sample collected from test trench 1.
4: The depth (in feet) at which the sample was collected.
3.2 SAMPLING PROCEDURES
Samples will be selected for chemical analyses based on field screening results (i.e., PID,
olfactory' and visual observation). If field screening results indicate no obvious signs of contamination,
then the sample interval directly above the water table may be selected for analysis. Samples will be
collected directly from a hand auger head, a direct -push sample sleeve, or a backhoe bucket using a
decontaminated stainless steel spoon. The samples will then be placed directly into laboratory -supplied
containers. Each jar will be labeled as described in Section 3.1 of this report. The specific sample
collection equipment is described below: -
3.2.1 EDmoNw MARSH
The hand augers to be used at the site will consist of a3/4-inch diameter metal rod with an open-
ended metal cylinder auger head attached to the bottom and a metal handle attached to the top. The auger
will be advanced or extracted by rotating the handle clockwise and counterclockwise, respectively. The
direct -push samplers to be used at the site will consist of an outer cylindrical steel casing (approximately
I
07/25tO5 SAWPR0C%1 73\025M Mdrwnds Marsh-SAP-FinaLdoc 3-1 LANDAu AssOCIATES
2 inches in diameter) with a dedicated polyethylene sample sleeve inside. The sampler will be advanced
into soils using a jackhammer or roto-hammer and extracted with a small, portable hydraulic jack. The
footprint of the jack will be approximately 1.5 ft by 1.5 ft. Supports (i.e., 2-inch by 4-inch lumber) will
be used to prevent the jack from sinking into the marsh while the sampler section is being retrieved. The
sleeve will be extracted from the sampler once the sampler section is retrieved from the boring. The
contents of the hand auger head or direct -push sample sleeve will be field -screened for VOCs using a
PM. The resulting PID reading, soil descriptions, and drilling observations will be recorded by the
Landau Associates field personnel on a boring log.
3.2.2 SOUTHEAST OF REMEDIATION AREA I
Soil samples will be collected from approximately 0 to 6 inches into the sidewall and base at each
sample location using a stainless steel spoon or hand auger, or from the excavator bucket when gaining
access to sample locations could be a personal safety hazard. If soil is collected from the excavator
bucket, care will be taken to collect the sample from the least disturbed soil not in direct contact with the
excavator bucket. Approximately one soil sample will be collected per every 50 linear ft of sidewall and
one at the base of each trench. Actual sample locations may vary depending on field conditions
encountered. The final sample collection locations will be recorded on a map prepared by personnel
collecting the soil samples. Samples will be field screened for VOCs using a PID. The resulting PID
reading, soil descriptions, and drilling observations will be recorded by the Landau Associates field
personnel in a field notebook.
A City active water supply main extends southeast to northwest through the investigation area
that the test trenches will be excavated, as seen on Figure 3. Excavation of test trenches near the water
main may become a safety hazard due to the high pressure in the water main. During the August 2004 to
February 2005 remedial action, construction personnel installed isolation valves at two points along the
water main to isolate a portion of the water main. Prior to test trenching, this portion of the water main
will be isolated to allow for future excavation without disruption of the potable water supply.
3.3 GLOBAL POSITIONING SURVEY
Sample locations will be surveyed to establish their horizontal position using the Global
Positioning System.
07/25t05 SAWPROM1 73\025\01 5\Edmonds Marsh-SAP-Final.doc 3-2 LANDAu AssocIATES ' I
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1 3.4 SAMPLE LABELING, SHIPPING, AND CHAIN -OF -CUSTODY
Sample container labels will be completed immediately before or immediately following sample
collection. Container labels will include the following information:
0 Project name
0 Project number
* Sample identification
0 Initials of the person collecting the sample
* Date and time of collection
0 Analysis requested.
Samples will be transported to the designated analytical laboratory using the following procedures:
0 Samples will be placed on ice in a sealed cooler immediately after collection
a Each sample container will be individually packed in bubble wrap when placed in the cooler
0 The samples will be sent by courier to the analytical laboratory by Landau Associates
0 All samples submitted for analysis will be accompanied by a Chain -of -Custody form.
3.5 EQUIPMENT DECONTAMINATION
3.5.1 EDmoNDs MARSH
All- sampling equipment will be fully decontaminated before use and in between sample
collections. If direct -push drilling methods are necessary, hydrocarbon absorbent drip pads will be Dlaced
in'areas where there' 'could be potential drips of hydrocarbons. Landau Associates and drilling personnel
will have a spill kit at the site in the event of a discharge of hydraulic fluid, oil, or fuel.
Sampling equipment (spoons and bowls) will be placed into 5-gal buckets directly after use.
These buckets will be transported out. of the marsh by Landau Associates personnel where wet
decontamination methods will be used to minimize the possibility of cross -contamination. Down -the -
hole drilling equipment (augers or probes with soil sampling sleeves) will also be transported out of the
marsh and decontaminated using wet decontamination methods prior to each sample interval. Wet
decontamination procedures, are as follows:
Wash equipment with Alconox/tap water solution. (If heavy -oil free product is encountered,
an initial hexane/methanol rinse may be used to remove the residuals from the equipment.)
07/25/05 S:\WPROCkl73kO25\Ol5\EdmondsMarsh—SAP-Final.doe 3-3 LANDAu AsSOCIATES
0 Rinse with tap water
0 Rinse with de -ionized water
0 Repeat entire procedure or any parts of the procedure as necessary
0 Disposable gloves will be changed between each sampling location.
3.5.2 AREA SOUTHEAST OF REMEDIATION AREA I
Prior to commencement of trenching activities, work zones will be established to designate areas
for specific tasks. The work zones will include: the exclusion zone, the contarnination reduction zone
(which encompasses an equipment decontamination zone and a personnel decontamination zone), and the
support zone. Preliminary identification of these various zones is indicated on Figure 3. The exclusion
zone will include the area encompassing the proposed test trenches and the contamination reduction zone,
as indicated on Figure 3. Only site personnel with proper training and equipped in appropriate personal
protective equipment will be permitted to enter the exclusion zone after reviewing and signing.the health
and safety plan (HASP) prepared by Landau Associates (Appendix A). The exclusion zone will be
demarcated with caution tape during trenching activities.
The support zone will consist of the remainder of the site used for ingress and egress for the site
and will remain accessible to the public during the removal action.
3.6 RESIDUALS MANAGEMENT
Soil and water generated during the sample collection and any decontamination processes will be
contained in 5-gal buckets then transferred to 55-gal drums. Drums will be temporarily stored on Port
property pending analytical results. Landau Associates will arrange for the disposal of generated waste
water and soil. Disposable clothing and equipment will be placed in plastic bags and disposed as solid
waste in an appropriate solid waste facility. Residual soils will be characterized by the analytical results
of soil samples.
07/25/05 SAWPAWI 73\025\01 S\Edrnonds Marsh_SAP-Final.doc 3-4 LANDAu AssocIATES
4.0 SCHEDULE
Sampling activities in the Edmonds Marsh and trenching activities in the area southeast of
Remediation Area I are scheduled to occur, if site conditions allow, in summer 2005; however, this
schedule is subject to change based on the weather. Potential flooding in the marsh could prevent
successful access to the marsh and recovery of soil samples. Additionally, a high groundwater table in
the surrounding subsurface could cause significant difficulties to excavating test trenches and to the
recovery of soil samples.
07/25105 SAWPROM1 73\025\01 REdmonds Marsh—SAP-Final.doc 4-1 LANDAu AssocIATES
5.0 REFERENCE
Landau Associates. 2005. Revised Soil Remediation Summary Report, Harbor Square Complex,
Edmonds, Washington. Prepared for Port of Edmonds. June 1.
07/25/05 SAWPRM1 73\025\01 5\Edrrionds Marsh-SAP-Final.doc 5-1 LANDAu AssocIATES
!imam
Project
Location
f3c
235TH PL
0 1/2
Scale in Miles
Harbor Square
LANDAU Edmonds, Washington
ASSOCIATES I
P.ine
a--
2 1111! 111 111 1111 111!!110� s
I . .1.1 - 2 6
IST-
SV.,
JE
414
S�
St
24
sw
qs"
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T
2 TIPL
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—
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9
g9�
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�W
104
is
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32
w
P S
V HOLLY
2
sw
233RD F
MADROIP
35
235TH
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Map from DeLorme Street Aflas USA, 2002
? P'O'ect
Location
S Spokane
Edmond
com,
.Ta
Figure
Vicinity Map 1 1
Page 1 of 1
TABLE 1
SAMPLE COLLECTION AND ANALYSIS SUMMARY
HARBOR SQUARE SAMPLING AND ANALYSIS PLAN
EDMONDS, WASHINGTON
Area
# of Samples Collected
Analytes
Analyses
Edmonds
Up to 15
TPH-D and TPH-0
NWTPH-Dx
Marsh
TPH-G
NWTPH-Gx
BTEX
EPA 8021
Southeast Of
Up to 30
TPH-D and TPH-0
NWTPH-Dx
Remediation
TPH-G
NWTPH-Gx
Area 1
BTEX
EPA 8021
07/22/05 SAWPAW173\025\015Wdrrionds Marsh_SAPjb1-FinaJ.doc LANDAu AssocIATES
Page 1 of 15
LANDAU
14 ASSOCIATES
EWMIMNTAi I GEaM*aM I NARM KXURas
WORK LOCATION PERSONNEL PROTECTION
AND SAFETY EVALUATION FORM
Job No.: 173025.010.015
Prepared by: David Nelson
Date: June 3. 2005
Attach Pertinent Documents/Data
Fill in Blanks As Appropriate
Reviewed by:
Date:
Martin Powers
June 7, 2005
A WORK LOCATION'DESCRIP'TION
1. ProjectName: 'Harbor Square; Marsh Impact Assessment.
2. Location: Northern extent of the Edmonds Marsh near 170 and 180 West Dayton Street, and
south-southeast of 170 West Dayton Street, Edmonds, Washington.
3. Anticipated Activities: Soil sampling in the marsh using hand auger or direct -push drilling
techniques.
4. Size: Edmonds Marsh: Proposed borings are anticipated to be advanced within a 3,000 square
foot (ft2 )area of the marsh.
Area Southeast of Remediation Area I: Proposed test trenches are anticipated to be
advanced within a 4,200 ft2 area.
5. Surrounding Population: North: Commercial business park followed by West Dayton
Street.
South: Edmonds Marsh
East: Commercial business park followed by State Route 104
West: Burlington Northern/Santa Fe Railroad property followed
by the Port of Edmonds.
6. Buildings/Homes/Industry: None.
7. Topography: Generally flat (marsh).
8. Anticipated Weather: Field work to be conducted following approximately 2 weeks of dry
weather in order to achieve and maintain low-water conditions.
9. Unusual Features: Marshland.
10. Site History: A portion of the Edmonds Marsh was formerly used as farmland.
1 06/15/05 S:\WPROM173\025\015\EdmondsMarsh—HASP.doc LANDAu AssocIATES
Page 2 of 15
B. HAZARD DESCRIPTION
1. Background Review: Z Complete E] Partial
If partial, why?
2. Hazardous Level: B F1 C D Fj Unknown
Justification:
3. _ Types of Hazards: (Attach additional sheets as necessary)
A. Chemical Z Inhalation F] Explosive
Biological Z Ingestion F] 02 Def. F] Skin Contact
Describe: Exposure to chemical hazards from petroleum products. Nitrile gloves will be
worn.
B. Z Physical Cold Stress 0 Noise F1 Heat Stress F] Other
Describe:
Edmonds Marsh
Noise fromjackhammer. Physical hazards from walking around in the marsh. Hard hats
will be worn. Ear protection will be used. Steel -toed boots will be worn at all times due
to heavy object hazards.
Area Southeast of Remediation Area I
Excavator activities, noise from excavator and dump trucks. Physical hazards from traffic,
equipment, may be encountered during trenching activities. Hard hats will be worn. Ear
protection will be used. Steel -toed boots will be worn at all times due to heavy object
hazards. Potential trip and fall hazards associated with excavation.
C. F1 Radiation
Describe:
4. Nature of Hazards:
Air Describe: Exposure to possible volatile organic components of
petroleum hydrocarbons is possible. Breathing zone vapors will be
analyzed with a photoionization detector.
Soil Describe: Exposure to possible volatile organic components of
petroleum hydrocarbons in the soil.
F� Surface Water Describe:
Groundwater" Describe: Exposure to possible volatile organic components of
petroleum hydrocarbons in the groundwater.
F1 Other Describe:
06115105 SAWPR0C\1 73\025\01 5\Edmonds Marsh—HASP.doc LANDAu AssocIATES
Page 3 of 15
5. Chemical Contaminants of Concern F1 N/A
Instruments
Used to
PEL
I.D.L.H.
Source/Quantity
Symptoms of Acute
Monitor
Contaminant
(ppm)
(Ppm)
Characteristics
Route of Exposure
Exposure
Contaminant
Benzene
1 ppm
5 ppm
Soil at unknown
Inhalation, ingestion,
Irritated eyes, skin,
PID meter
concentrations
absorption, and skin
nose, and respiratory
Draeger
or eye contact
system; giddiness;
tubes
headache; nausea;
Combustible
staggered gait;
Gas Indicator
dermatitis; fatigue;
(CGI).
anorexia; lassitude;
bone marrow
depressant.
(carcinogenic)
Toluene
100
150
Soil and groundwater
Inhalation, ingestion,
Headache; dizziness;
PID meter
ppm
ppm
at unknown
percutaneous
drowsiness;
concentrations
absorption, and skin
coordination
and eye contact
problems; and coma
Xylene
100
150
Soil and groundwater
Inhalation, ingestion,
Nervous system
PID meter
ppm
ppm
at unknown
percutaneous
depression; liver and
concentrations
absorption, and skin
kidney damage
and eye contact
Ethylbenzene
100
125
Soil and groundwater
Inhalation, ingestion,
Nervous system
PID meter
ppm
ppm
at unknown
percutaneous
depression;
concentrations
absorption, and skin
headaches; dizziness;
and eye contact
nausea; convulsions;
and coma
Notes:
06115/05 SAWPROC\173\025\015\Edmonds Marsh—HASP.doc LANDAu AssocIATES
Page 4 of 15
6. Physical Hazards of Concern F� N/A
Procedures Used to
Hazard Description Location Monitor Hazard
Difficult terrain Soft soils in Edmonds Marsh Edmonds Marsh Use of buddy -system and cellular
create potential to get stuck phones
06/15/05 SAWPROCkl 73kO25\01 5\Edmonds Marsh_HASP.doc
LANDAu AssocIATES
I
Page 5 of 15
P S
I
7. Work Location Instrument Readings [-� N/A
Location:
Percent 02:
Percent LEL:
Radioactivity:
PID:
FID:
Other:
Other:
Other:
Other:
Other:
Location:
Percent 02:
Percent LEL:
Radioactivity:
PID:
FID:
Other:
Other:
Other:
Other:
Other:
Location:
Percent 02:
Radioactivity:
FID:
Other:
Other:
Location:
Percent 02:
Radioactivity:
FID:
Other:
Other:
Percent LEL:
PID:
Other:
Other:
Other:
Percent LEL:
PIDD:
Other:
Other:
Other:
8. Hazards Expected In Preparation For Work Assignment F� N/A
Describe:
06/15105 S:\WPROC\l 73\025\01 5\Edmonds Marsh—HASP.doc
LANDAu AssoclATES
Page 6 of 15
C. PERSONAL PROTECTIVE EQUIPMENT
1. Level of Protection
F1 A E] B C Z D
Location/Activity: Soil sample collection
E] A El B E] C F-1 D
Location/Activity.
2. Protective Equipment (specify probable quantity required)
Respirator E] N/A
Clothing 0 N/A.
El
SCBA, Airline
Fully Encapsulating Suit
Full -Face Respirator
Chemically Resistant Splash Suit
Half -Face Respirator (Cart. organic
El
Apron, Specify:
vapor) (Only if upgrade to Level C
per Attachment 1)
Escape mask
Tyvek Coverall
None
Saranex Coverall
El
Other:
El
Coverall, Specify
n
Other:
n
Other:
Head & Eye E] N/A
Z Hard Hat
Goggles
Face Shield
Z Safety Eyeglasses
[] Other:
Hand Protection 0 N/A
Z Undergloves; Type:
0 Gloves; Type:
E] Overgloves; Type:
[:] None
Fj Other:
FootProtection F� N/A
E] Neoprene Safety Boots with Steel Toe/Shank
17 Disposable Overboots
Z Other: Steel -toed boots
06/15105 SAWPAW1 73\025\01 5\Edrnonds Marsh—HASP.doc LANDAu AssocIATES
Page 7 of 15
3. Monitoring Equipment F1 N/A
CGI PID
0' Meter FID
Rad Survey Ej Other
El Detector Tubes (optional)
lype:
D. DEC6N'TAMINA'TION`�
PERSONAL DECONTAMINATION
E Required Not Required
EQUIPMENT DECONTAMINATION
E Required Not Required
06/15/05 SAMR001 73\025\01 5\Edrnonds Marsh—HASP.doc LANDAu AssocIATES
Page 8 of 15 1
If required, describe:
Edmonds Marsh
Soil sampling equipment (spoons and bowls) will placed into 5-gal buckets directly after use. These
buckets will be transported out of the marsh by Landau Associates personnel where wet
decontamination methods will be used to minimize the possibility of cross -contamination. Down -the -
hole drilling equipment (augers or probes with soil sampling sleeves) will also be transported out of the
marsh and decontaminated using wet decontamination methods prior to each sample interval. Wet
decontamination procedures are as follows:
Wash equipment with Alconox/tap water solution. (If heavy -oil free product is encountered, an
initial hexane/methanol rinse may be used to remove the residuals from the equipment.)
• Rinse with tap water.
• Rinse with de -ionized water.
• Repeat entire procedure or any parts of the procedure as necessary.
• Disposable gloves will be changed between each sampling location.
Area Southeast of Remediation Area I
Soil sampling equipment (spoons and bowls) will be decontaminated using wet decontamination
methods to minimize the possibility of cross7-contamination. Dry decontamination procedures will be
used for the excavator between excavation of each trench. Dry decontamination methods will use a
stiff brush and/or broom to remove soil from the excavator. If saturated soil conditions are
encountered, then wet decontamination procedures may be used to decontaminate the excavator. If
heavy -oil free product is encountered, an initial hexane/methanol rinse may be used to remove the
residuals from the equipment. Wet decontamination procedures are as follows:
0 Wash equipment with Alconox/tap water solution. (If heavy -oil free product is encountered, an
initial hexane/methanol rinse may be used to remove the residuals from the equipment.)
• Rinse with tap water.
• Rinse with de -ionized water.
• Repeat entire procedure or any parts of the procedure as necessary.
• Disposable gloves will be changed between each sampling location.
I
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1,
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I
1,
I
h
I
11
I
06/15/05 SAWPROC\1 73\025\01 5\Edrmnds Marsh_HASP.doc LANDAu AssocIATES I
Page 9 of 15
E.PERSONNEL
Medical
Fit Test
Name
Work Location Title/Task
Current
Current
1 Martin Powers
Project Manager/P.E.
2. David Nelson
Staff Geologist
3.
4.
5.
F-1
0
6.
0
R
7.
R
8.
F-1
9.
F-I
10.
E]
Site Safety Coordinator: David Nelson
06/15/05 SAWPROM1 73kO25\01 5\Edmonds Marsh-HASP.doc LANDAu AssocIATES
Page 10 of 15
F. ACTIVITIES COVERED UNDER THIS,PLAN
Task No. Description Preliminary Schedule
015 Soil investigation June 2005
06/15105 S:\WPROC%173025\015\EdmondsMarsh—HASP.doc LANDAu AssocIATES
mom mm
Mon MM
Page 11 of 15
G. SUBCONTRACTOR'S HEALTH AND: SAFETY- PROGRAM'EVALUATION:� N/A
Name and Address of Subcontractor: Cascade Drilling
EVALUATION CRITERIA
Item
Adequate
Inadequate Comments
Medical Surveillance Program
0
0
Personal Protective Equipment Availability
El
Onsite Monitoring Equipment Availability
El
Safe Working Procedures Specification
El
Training Protocols
El
Ancillary Support Procedures (if any)
Emergency Procedures
El
Evacuation Procedures Contingency Plan
El
El
Decontamination Procedures Equipment
El
0
Decontamination Procedures Personnel
El
M
GENERAL HEALTH AND SAFETY PROGRAM EVALUATION: E] Adequate F-1 Inadequate
Additional Comments: Landau Associates Basic Agreement in place with Cascade Drilling — copy on file
Evaluation Conducted By: Date:
06/15105 SAWPR0C\173\025\015\Edmonds Marsh—HASP.doc LANDAu AssocIATES
Page 12 of 15
EMERGENCY FACILITIES AND NUMBERS
Hospital: Stevens Memorial Hospital
21601 76th Avenue West
Edmonds, Washington 98026
Directions: See Map and Directions to Hospital (Attachment 2)
Telephone: (425) 640-4000
Emergency Transportation Systems (Fire, Police, Ambulance) — 911
Emergency Routes — See Map and Directions to Hospital (Attachment 2)
Emergency Contacts:
Offsite Onsite
Martin Powers 425-778-0907
In the event of an emergency, do the following:
1. Call for help as soon as possible. Call 911. Give the following information:
WHERE the emergency is — use cross streets or landmarks
PHONE NUMBER you are calling from
WHAT HAPPENED — type of injury
WHAT is being done for the victim(s)
YOU HANG UP LAST — let the person you called hang up first.
2. If the victim can be moved, paramedics will transport to the hospital. If the injury or exposure is
not life threatening, decontaminate the individual first. If decontamination is not feasible, wrap
the individual in a blanket or sheet of plastic prior to transport.
06/15t05 SAMR00171025\015\Edmonds Marsh-HASPAOC LANDAu AssocIATES
Page 13 of 15
HEALTH AND SAFETY PLAN
APPROVAUSIGN OFF FORMAT
I have read, understood, and agreed with the information set forth in this Health and Safety Plan (and
attachments) and discussed in the Personnel Health and Safety briefing.
Name Signature Date
Name Signature Date
Name Signature Date
Name Signature Date
gnature Date
David Nelson
i)av' Si
Site Safety Coordinator Signature Date
Tim Syverson
Landau Health and Safety Manager Signaiture Date
Martin Powers
Project Manager Signature Date
Personnel Health and Safety Briefing Conducted By:
Name Signature Date
06115105 S:\WPROC%l 73\025\01 5\Edmonds Marsh—HASP.doc LAN DAu AssocIATES
Page 14 of 15
ATTACHMENT 1
ACTION LEVELS FOR RESPIRATORY PROTECTION
AS MEASURED WITH A PHOTOIONIZATION DETECTOR (PID)
Monitoring Parameter Reading Level of Protection
vocs >10 ppm and <20 ppm Upgrade to level C half -face
respirator
vocs >20 ppm and < 100 ppm Upgrade to full -face respirator
vocs >100 ppm Stop work, contact H&S
Manager
06/15/05 SAWPRMI 73\025\01 5\Ed=nds Marsh—HASP.doc LANDAu AssocIATES
Page 15 of 15
ATTACHMENT 2
MAP TO HOSPITAL
Directions
Start out going EAST on W DAYTON ST toward SUNSET AVE/WA-104.
2:
3:
4:
6:
Turn LEFT onto SUNSET AVE/WA-104.
Turn RIGHT onto MAIN ST/WA-524. Continue to follow MAIN ST.
Turn SLIGHT LEFT onto 212TH ST SW.
Turn RIGHT onto 76TH AVE W.
Total Est. Time: 9 minutes
End at 21601 76th Ave W
Edmonds, WA 98026-7507, US
Total Est. Distance: 2.88 miles
Distance
0.1 miles
0.1 miles
1.8 miles
0.5 miles
0.2 miles
06/15/05 S:\WPROC\l 73\025\01 SEdmonds Marsh_HASP.doc LANDAu AssocIATES
APPE N DIX A
Health and Safety Pla, ,
0
I
Page 1 of 15
I
11
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LANDAU
14 ASSOCIATES
&MKMDM I GMMCMCA I NWM WSOMM
WORK LOCATION PERSONNEL PROTECTION
AND SAFETY EVALUATION FORM
Job No.: 173025.010.015
Prepared by: David Nelson
Date: June 3, 2005
Attach Pertinent Documents/Data
Fill in Blanks As Appropriate
Reviewed by: Martin Powers
Date: June 7, 2005
'ORX LOCATION DESCRIPTION
1. Project Name: Harbor Square; Marsh Impact Assessment.
2. Location: Northern extent of the Edmonds Marsh near 170 and 180 West Dayton Street, and
south-southeast of 170 West Dayton Street, Edmonds, Washington.
3. Anticipated Activities: Soil sampling in the marsh using hand auger or direct -push drilling
techniques.
4. Size: Edmonds Marsh: Proposed borings are anticipated to be advanced within a 3,000 square
foot (ft2 )area of the marsh.
Area Southeast of Remediation Area L Proposed test trenches are anticipated to be
advanced within a 4,200 ft2 area.
5. Surrounding Population: North: Commercial business park followed by West Dayton
Street.
South: Edmonds Marsh
East: Commercial business park followed by State Route 104
West: Burlington Northem/Santa Fe Railroad property followed
by the Port of Edmonds.
6. Buildings/Homes/Industry: None.
7. Topography: Generally flat (marsh).
8. Anticipated Weather: Field work to be conducted following approximately 2 weeks of dry
weather in order to achieve and maintain low-water conditions.
9. Unusual Features: Marshland.
10. Site Ilistory: A portion of the Edmonds Marsh was formerly used as farmland.
1 06/15/05 SAWPAOM173\025\01MEdmonds Marsh—HASP.doc LANDAu AssocIATES
Page 2 of 15
B. HAZARD DESCRIPTION
1. Background Review: Z Complete Partial
If partial, why?
2. Hazardous Level: EJ B C Z D F1 Unknown
Justification:
3. Types of Hazards: (Attach additional sheets as necessary)
A. Z Chemical Z Inhalation F� Explosive
Z Biological Z Ingestion El 02Def. ' EJ SkinContact
Describe: Exposure to chemical hazards from petroleum products. Nitrile gloves will be
wom.
B. Z Physical Cold Stress Z Noise F1 HeatStress [:1 Other
Describe:
Edmonds Marsh
Noise fromjackhammer. Physical hazards from walking around in the marsh. Hard hats
will be worn. Ear protection will be used. Steel -toed boots will be worn at all times due
to heavy object hazards.
Area Southeast of Remediation Area I
Excavator activities, noise from excavator and dump trucks. Physical hazards from traffic,
equipment, may be encountered during trenching activities. Hard hats will be worn. Ear
protection will be used. Steel -toed boots will be wom at all times due to heavy object
hazards. Potential trip and fall hazards associated with excavation.
C. F� Radiation
Describe:
4. Nature of Hazards:
Air Describe: Exposure to possible volatile organic components of
petroleum hydrocarbons is possible. Breathing zone vapors will be
analyzed with a photoionization detector.
Soil Describe: Exposure to possible volatile organic components of
petroleum hydrocarbons in the soil.
Surface Water Describe:
Groundwater Describe: Exposure to possible volatile organic components of
petroleum hydrocarbons in the groundwater.
r-1 Other Describe:
06115/05 SAWPR0Q1 73\025\01 5\Edmnds Marsh—HASP.doc . LANDAu AssocIATES I
Page 3 of 15
5. Chemical Contandnants of Concern M N/A
Instruments
Used to
PEL
I.D.L.H.
Source/Quantity
Symptoms of Acute
Monitor
Contaminant
(ppm)
(ppm)
Characteristics
Route of Exposure
Exposure
Contaminant
Benzene
I ppm
5 ppm
Soil at unknown
Inhalation, ingestion,
Irritated eyes, skin,
PID meter
concentrations
absorption, and skin
nose, and respiratory
Draeger
or eye contact
system; giddiness;
tubes
headache; nausea;
Combustible
staggered gait;
Gas Indicator
dermatitis; fatigue;
(CGI).
anorexia; lassitude;
bone marrow
depressant.
(carcinogenic)
Toluene
100
150
Soil and groundwater
Inhalation, ingestion,
Headache; dizziness;
PID meter
ppm
ppm
at unknown
percutaneous
drowsiness;
concentrations
absorption, and skin
coordination
and eye contact
problems; and coma
Xylene
100
150
Soil and groundwater
Inhalation, ingestion,
Nervous system
PID meter
ppm
ppm
at unknown
percutaneous
depression; liver and
concentrations
absorption, and skin
kidney damage
and eye contact
Ethylbenzene
100
125
Soil and groundwater
Inhalation, ingestion,
Nervous system
PID meter
ppm
ppm
at unknown
percutaneous
depression;
concentrations
absorption, and skin
headaches; dizziness;
and eye contact
nausea; convulsions;
and coma
Notes:
06/15/05 S:XWPROC\l 73\025\01 REdmonds Marsh—HASP.doc LANDAu AssocIATES
Page 4 of 15
6. Physical Hazards of Concern r_1 N/A
Procedures Used to
Hazard Description Location Monitor Hazard
Difficult terrain Soft soils in Edmonds Marsh Edmonds Marsh Use of buddy -system and cellular
create potential to get stuck phones,
06/15/05 SAWPROMI 73\025\01 5\Edmonds Marsh-HASP.doc
= M no so so
LANDAu AssocIATES
M mm mmmm M-M M M = M
Page 5 of 15
7. Work Location Instrument Readings F-1 N/A
Location:
Percent 02:
Percent LEL:
Radioactivity:
PID:
FID-
Other:
Other:
Other:
Other:
Other:
Location:
Percent 02:
Percent LEL:
Radioactivity:
PID:
FID:
Other:
Other:
Other:
Other:
Other:
Location:
Percent 02:
Percent LEL:
Radioactivity:
PID:
FID:
Other:
Other:
Other:
Other:
Other:
Location:
Percent 02:
Percent LEL:
Radioactivity:
PID:
FID:
Other:
Other:
Other:
Other:
Other:
8. Hazards Expected In Preparation For Work Assignment M N/A
Describe:
06/15/05 S:\WPROC�173\025\015\EdmndsMarsh_HASP.doc LANDAu AssoclATES
Page 6 of 15
C PERSONAL PROT ECTIVE EQUIPMENT
1. Level of Protection
A F] B 0 C Z D
Location/Activity: Soil sample collection
[:1 A Ej B Ej C D
Location/Activity.
2. Protective Equipment (specify probable quantity required)
Respirator n N/A
Clothing Z N/A
SCBA, Airline
E]
Fully Encapsulating Suit
Full -Face Respirator
Chemically Resistant Splash Suit
Z
Half -Face Respirator (Cart. organic
Apron, Specify:
vapor) (Only if upgrade to Level C
per Attachment 1)
Escape mask
Tyvek Coverall
None
Saranex Coverall
n
Other:
E]
Coverall, Specify
F1
Other:
F-1
Other:
Head & Eye F-1 N/A
Z Hard Hat
Goggles
Face Shield
Z Safety Eyeglasses
M Other:
Hand Protection [_1 N/A
Z
Undergloves; Type:
F]
Gloves; Type:
E]
Overgloves; Type:
Fj
None
F-1
Other:
Foot Protection F1 N/A
F] Neoprene Safety Boots with Steel Toe/Shank
n Disposable Overboots
Z Other: Steel -toed boots
06115105 SAWPROM1 73\025\01 5\Edrnonds Marsh_HASP.doc LANDAu AssocIATES
Page 7 of 15
3. Monitoring Equipment F-1 N/A
CGI PID
0' Meter FID
Rad Survey El Other
Detector Tubes (optional)
Type:
D. DECONTAMINATION
PERSONAL DECONTAMINATION
Z Required F-1 Not Required
EQUIPMENT DECONTAMINATION
JZ Required
F� Not Required
06/15/05 S:\WPROC%l 73\025\01 5\Edmonds Marsh—HASP.doc LANDAu AssocIATES
Page 8 of 15 1
If required, describe:
Edmonds Marsh
Soil sampling equipment (spoons and bowls) will placed into 5-gal buckets directly after use. These
buckets will be transported out of the marsh by Landau Associates personnel where wet
decontamination methods will be used to minimize the possibility of cross -contamination. Down -the -
hole drilling equipment (augers or probes with soil sampling sleeves) will also be transported out of the
marsh and decontaminated using wet decontamination methods prior to each sample interval. Wet
decontamination procedures are as follows:
• Wash equipment with Alconox/tap water solution. (If heavy -oil free product is encountered, an
initial hexane/methanol rinse may be used to remove the residuals from the equipment.)
• Rinse with tap water.
0 Rinse with de -ionized water.
• Repeat entire procedure or any parts of the procedure as necessary.
• Disposable gloves will be changed between each sampling location.
Area Southeast of Remediation Area I
Soil sampling equipment (spoons and bowls) will be decontaminated using wet decontamination
methods to minimize the possibility of croSS7Contarnination. Dry decontamination procedures will be
used for the excavator between excavation of each trench. Dry decontamination methods will use a
stiff brush and/or broom to remove soil from the excavator. If saturated soil conditions are
encountered, then wet decontamination procedures may be used to decontaminate the excavator. If
heavy -oil free product is encountered, an initial hexane/methanol rinse may be used to remove the
residuals from the equipment. Wet decontamination procedures are as follows:
Wash equipment with Alconox/tap water solution. (If heavy -oil free product is encountered, an
initial hexane/methanol rinse may be used to remove the residuals from the equipment.)
Rinse with tap water.
• Rinse with de -ionized water.
• Repeat entire procedure or any parts of the procedure as necessary.
• Disposable gloves will be changed between each sampling location.
I
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I
I
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11
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06/15/05 S:\WPROM173�025\015\EdrriondsMarsh—HASP.doc LANDAu AssocIATES
Page 9 of 15
E. PERSONNEL
Medical
Fit Test
Name
Work Location Title/Task Current
Current
I Martin Powers
Project Manager/P.E.
2. David Nelson
Staff Geologist
3.
D
4.
F-1
5.
6.
7.
F-I
F-1
8.
E]
F-I
9.
10.
Site Safety Coordinator: David Nelson
06115/05 SAWPR0C\173\025\015\Edrmnds Marsh_HASP.doc LANDAu AssocIATES
Page 10 of 15
F. ACTIVITIES COVERED UNDER THIS. PLAN.
Task No. Description Preliminary Schedule
015 Soil investigation June 2005
06/15105 S:\WPROC\173\025\015\EdmondsMarsh—HASP.doc LANDAU ASSOCIATES
Page 11 of 15
G. SUBCONTRACTOR'S HEALTH AND SAFETYPROGRA]M`EVALUAT-
ION:.. F1 N/A
Name and Address of Subcontractor: Cascade Drilling
EVALUATION CRITERIA
Item
Adequate
Inadequate Comments
Medical Surveillance Program
El
r-1
Personal Protective Equipment Availability
0
Onsite Monitoring Equipment Availability
F-1
Safe Working Procedures Specification
E]
El
Training Protocols
Ancillary Support Procedures (if any)
El
Emergency Procedures
0
Evacuation Procedures Contingency Plan
E]
Decontamination Procedures Equipment
0
Decontamination Procedures Personnel
El
GENERAL HEALTH AND SAFETY PROGRAM EVALUATION: E] Adequate r-1 Inadequate
Additional Comments: Landau Associates Basic Agreement in place with Cascade Drilling — copy on file
Evaluation Conducted By: Date:
06M 5/05 SAWPROMI 73\025\01 5\Edmonds Marsh—HASP.doc LANDAu AssocIATES
Page 12 of 15
EMERGENCY FACILITIES AND NUMBERS
Hospital: Stevens Memorial Hospital
21601 76h Avenue West
Edmonds, Washington 98026
Directions: See Map and Directions to Hospital (Attachment 2)
Telephone: (425) 640-4000
Emergency Transportation Systems (Fire, Police, Ambulance) — 911
Emergency Routes — See Map and Directions to Hospital (Attachment 2)
Emergency Contacts:
Offsite Onsite
Martin Powers 425-778-0907
In the event of an emergency, do the following:
I Call for help as soon as possible. Call 911. Give the following information:
WHERE the emergency is — use cross streets or landmarks
PHONE NUMBER you are calling from
WHAT HAPPENED — type of injury
WHAT is being done for the victim(s)
YOU HANG UP LAST — let the person you called hang up first.
2. If the victim can be moved, paramedics will transport to the hospital. If the injury or exposure is
not life threatening, decontaminate the individual first. If decontamination is not feasible, wrap
the individual in a blanket or sheet of plastic prior to transport.
06115/05 S:\WPROC\l 73\025\01 5\Edrmnds Marsh_HASP.doc LANDAu AssocIATES
Page 13 of 15
HEALTH AND SAFETY PLAN
APPROVAUSIGN OFF FORMAT
I have read, understood, and agreed with the infori-nation set forth in this Health and Safety Plan (and
attachments) and discussed in the Personnel Health and Safety briefing.
Name Signature Date
Name Signature Date
Name Signature Date
Name Signature Date
gnature Date
David Nelson -?S1 (i, I � 5 A
Site Safety Coordinator Signature Date
Tim Syverson
Landau Health and Safety Manager Signaeure Date
Martin Powers 9-116-1,9-6-
Project Manager Signature Date
Personnel Health and Safety Briefing Conducted By:
Name Signature
Date
06tl5t05 S:\WPROC�173\025\015\EdmondsMarsh_HASP.doe LANDAu AssocIATES
Page 14 of 15
ATTACHMENT 1
ACTION LEVELS FOR RESPIRATORY PROTECTION
AS MEASURED WITH A PHOTOIONIZATION DETECTOR (PID)
Monitoring Parameter Reading Level of Protection
vocs > 10 ppm and <20 ppm Upgrade to level C half -face
respirator
vocs >20 ppm and <100 ppm Upgrade to full -face respirator
vocs >100 ppm Stop work, contact H&S
Manager
06/1 5/OS SAWPR=1 73\025\01 5\Edmonds Marsh—HASP.doc LANDAu AssocIATES
Page 15 of 15
Directions
+ 2:
+ 3:
4:
5:
6:
ATTACHMENT 2
MAP TO HOSPITAL
Start out going EAST on W DAYTON ST toward SUNSET AVE/WA-104.
Turn LEFr onto SUNSET AVE/WA-104.
Turn RIGHT onto MAIN ST/WA-524. Continue to follow MAIN ST
Turn SLIGHT LEFT onto 212TH ST SW
Turn RIGHT onto 76TH AVE W.
Total Est. Time: 9 minutes
End at 21601 76th Ave W
Edmonds, WA 98026-7507, US
Total Est. Distance: 2.88 miles
Distance
0.1 miles
0.1 miles
1.8 miles
0.5 miles
0.2 miles
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Revised Sampling and Analysis Plan
Harbor Square Complex
Edmonds, Washington
RECEIVED
JUL 5 - 2005
ENGINEERING DIVISION
July 1, 2005
Prepared for
Port of Edmonds
Edmonds, Washington
14 LANDAU
ASSOCIATES
130 2nd Avenue South
Edmonds, WA 98020
(425) 778-0907
TABLE OF CONTENTS
1.0 INTRODUCTION
2.0 SAMPLE LOCATIONS AND ANALYSIS
2.1 ' EXPLORATION LOCATION AND SAMPLE COLLECTION
2. 1.1 Edmonds Marsh
2.1.2 Southeast of Rernediation Area I
2.2 ANALYTICAL TESTING METHODS
3.0 FIELD PROCEDURES
3.1 SAMPLE DESIGNATION
3.2 SAMPLING PROCEDURES
3.2.1 Edmonds Marsh
3.2.2 Southeast of Remediation Area I
3.3 GLOBAL POSITIONING SURVEY
3.4 SAMPLE LABELING, SHIPPING AND CHAIN -OF -CUSTODY
3.5 EQUIPMENT DECONTAMINATION
3.5.1 Edmonds Marsh
3.5.2 Area Southeast of Remediation Area 1
3.6 RESIDUALS MANAGEMENT
4.0 SCHEDULE
5.0 REFERENCES
LIST OF FIGURES
EiggLe Title
1 Vicinity Map
2 Proposed Soil Boring Locations — Edmonds Marsh Impact Assessment
3 Proposed Exploration Trench Locations Southeast of Remediation Area I
LIST OF TABLES
Table Title
Sample Collection and Analysis Summary
LIST OF APPENDICES
Appendi Title
A Health and Safety Plan
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1.0 INTRODUCTION
This sampling and analysis plan (SAP) describes the procedures that will be employed to conduct
the field sampling and laboratory analytical components of the petroleum hydrocarbon contamination
investigation located at the Harbor Square complex and an adjacent marsh area. The site is located in
Edmonds, Washington (Figure 1).
During the period from August 2004 to February 2005, Landau Associates conducted a remedial
action consisting of the excavation and offsite removal of petroleum -impacted soils, debris, and free -
phase petroleum hydrocarbons (Landau Associates 2005). Petroleum -impacted soils, debris, and free -
phase petroleum hydrocarbons were observed in the sidewall of the excavation that bordered the
Edmonds Marsh at a depth of approximately 7 to 8 ft below ground surface (BGS). In addition,
petroleum -impacted soil was observed in the sidewall at the southeastern extent of Remediation Area I at
a depth of approximately 6 ft BGS. Further excavation in to the Edmonds Marsh was not conducted due
to the potential for water in the marsh to drain into the excavation and further excavation to the southeast
of Remediation Area I was not conducted to limit disruptions to nearby businesses.
Landau Associates plans to conduct additional subsurface assessment to determine the extent to
which the petroleum impacts and free -phase petroleum hydrocarbons at the southern border of
Remediation Area I extend out into the marsh and to attempt to determine the nature and extent of
subsurface petroleum impacts to the southeast of Remediation Area 1. The assessment is expected to
include the advancement of approximately 10 soil borings in the mush with proposed soil boring
locations shown on Figure 2. Soil boring locations will be limited to the "dry" areas of the marsh. Actual
soil boring locations and number of samples may be adjusted, based on field conditions (i.e., surface
water elevation in the marsh and soil saturation) and the extent of petroleum impacts (if encountered). It
is expected that a minimum of 5 and a maximum of 20 samples will be collected for laboratory analysis.
The additional assessment to the southeast of Remediation Area I will be conducted by completing a
series of "test trenches" for the purpose of collecting soil samples (Figure 3). Test trenches are being
used instead of soil borings due to the somewhat discontinuous nature of the petroleum impacts observed
during the August 2004 to February 2005 remedial action. Based on the conditions observed during
trenching activities and analytical results of verification soil samples, excavation of the test trench
assessment area may immediately follow trenching activities. The assessment activities will occur after
necessary permits are acquired and the marsh is sufficiently dry to allow for personnel and sampling
equipment to enter the area. The remainder of this document presents sample collection procedures
(Section 2.0), field procedures (Section 3.0), a tentative schedule (Section 4.0), and references (Section
5.0). The project Health and Safety Plan is presented as Appendix A.
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2.0 SAMPLE LOCATIONS AND ANALYSIS
Proposed sample collection locations are shown on Figure 2 (Edmonds Marsh) and on Figure 3
(southeast of Remediation Area I). In conjunction with the preparation of the SAP, Landau Associates
will schedule a private utility locate contractor for the site to identify potential subsurface utilities that
may be located within the planned assessment area. Following the location of subsurface utilities, Landau
Associates will identify sampling locations in the Edmonds Marsh using survey stakes and test trenches
located southeast of Remediation Area I using spray paint. Sample locations in the test trenches southeast
of Remediation Area I will be determined in the field. The number of samples to be collected and the
chemical analyses to be performed on each sample are described below.
1 2.1 EXPLORATION LOCATION AND SAMPLE COLLECTION
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2.1.1 EDMONDS MARSH
If possible, a hand auger will be used to collect soil samples for laboratory analysis. If soil
samples cannot effectively be collected using a hand auger (i.e., too great of a vacuum is induced
preventing the successful extraction of the hand auger from the marsh soils), then a small direct -push (i.e.,
jackhammer) unit will be used to drive direct -push probe rods into the soil. Soil borings will extend to
approximately 3 to 10 ft BGS, depending on subsurface conditions encountered in the field. The final
locations of the borings may be adjusted in the field, based on conditions in the marsh. The advancement
of all borings will be monitored and recorded by a Landau Associates field representative. A record of
the soil and groundwater conditions will be maintained in a boring log. The boring log will show
sampling depths, sampling methods, sample recoveries, soil types, stratifications, any evidence of
contamination observed during drilling, and other information pertinent to the investigation. Each boring
log will also identify the name of the drilling company and operator(s), the type of drilling equipment,
starting and finishing dates for drilling, boring number, and boring location. Soil types will be described
in accordance with the Unified Soil Classification System (USCS). Field analysis of volatile organic
compounds (VOCs) in the composite samples will be completed using a photoionization detector (PID).
We anticipate that one soil sample from each boring will be selected for laboratory analysis, based on
field screening results and physical evidence. Boring locations will be surveyed to establish their
horizontal position using differential global positioning system (DGPS) equipment.
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2.1.2 SOUTHEAST OF REMEDIATION AREA I
Landau Associates personnel will collect soil samples from the sidewalls and base of test
trenches. Test trenches will extend to approximately 8 to 12 ft BGS, depending on subsurface conditions
encountered in the field. The final locations of the trenches may be adjusted in the field. The excavation
of all test trenches will bemonitored and recorded by a Landau Associates field representative. All field
activities, including soil removal and soil sampling, will be documented and managed by project
oversight personnel in appropriate forms and in field notebooks. A record of the soil and groundwater
conditions will be maintained in field notebooks. The field notebook will show sampling depths, soil
types, stratifications, any evidence of contamination observed during drilling, and other information
pertinent to the investigation. Soil types will be described in accordance with the USCS. Field analysis
of VOCs in the soil samples will be completed using a PID.
In addition, stockpile characterization samples will be collected from the excavated soil
stockpiles. Stockpile characterization samples will be collected to verify that petroleum hydrocarbon
concentrations are in the excavated soil, if excavated soil is to be disposed off site, and to justify disposal
methods for the impacted material.
2.2 ANALYTICAL TESTING METHODS
For purposes of this SAP, we have anticipated that a maximum of 15 samples will be collected
from the Edmonds Marsh investigation and 30 samples will be collected from the test trenches southeast
of Rernediation Area 1. Samples will be analyzed by the laboratory for gasoline -range total petroleum
hydrocarbons. (TPH-G) using Method NWTPH-Gx; benzene, toluene, ethylbenzene, and total xylenes
(BTEX) using U.S. Environmental Protection Agency (EPA) Method 8021; and diesel- and lube oil -range
total petroleum hydrocarbons (TPH-D and TPH-0) using Method NWTPH-Dx. A -sample collection and
analysis summary is presented in Table 1. Samples will be delivered to CCI Laboratories located in
Everett, Washington for laboratory analysis.
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3.0 FIELD PROCEDURES
3.1 SAMPLE DESIGNATION
Designations of samples collected from exploration locations in the Edmonds Marsh will be
preceded with the prefix "HA" for hand auger or "DP" for direct -push, and numerically sequenced.
Designations of samples collected from each hand auger exploration will receive a suffix denoting the top
of the 1-ft depth interval from which it was collected. For example, HA-3-7 will represent the sample
collected from hand auger exploration number 3 beginning at a depth of 7 to 8 ft BGS. Samples collected
from each direct -push exploration will receive a suffix denoting the top of the 2-ft depth interval from
which it was collected. For example, DP-2-4 will represent the sample collected from direct -push
exploration number 2 beginning at a depth of 4 to 6 ft BGS.
Samples collected from a test trench will be identified using the following naming convention:
Example: LAI-SW3-TT1-4
LAI: Landau Associates, Inc.
SW3: Sample is the Yd sidewall sample collected in the test trench ("Floor" sin-dlarly used for
I samples collected from the base of the trench).
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TT 1: Sample collected from test trench 1.
4: The depth (in feet) at which the sample was collected.
3.2 SAMPLING PROCEDURES
Samples will be selected for chemical analyses based on field screening results (i.e., PID,
olfactory, and visual observation). If field screening results indicate no obvious signs of contamination,
then the sample interval directly above the water table may be selected for analysis. Samples will be
collected directly from a hand auger head, a direct -push sample sleeve, or a backhoe bucket using a
decontaminated stainless steel spoon. The samples will then be placed directly into laboratory -supplied
containers. Each jar will be labeled as described in Section 3.1 of this report. The specific sample
collection equipment is described below:
3.2.1 EDmoNDs MARSH
The hand augers to be used at the site will consist of a 3/4-inch diameter metal rod with an open-
ended metal cylinder auger head attached to the bottom and a metal handle attached to the top. The auger
will be advanced or extracted by rotating the handle clockwise and counterclockwise, resvectivelv. The
direct -push samplers to be used at the site will consist of an outer cylindrical steel casing (approximately
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2 inches in diameter) with a dedicated polyethylene sample sleeve inside. The sampler will be advanced
into soils using a jackhammer or roto-hammer and extracted with a small, portable hydraulic jack. The
footprint of the jack will be approximately 1.5 ft by 1.5 ft. Supports (i.e., 2-inch by 4-inch lumber) will
be used to prevent the jack from sinking into the marsh while the sampler section is being retrieved. The
sleeve will be extracted from the sampler once the sampler section is retrieved from the boring. The
contents of the hand auger head or direct -push sample sleeve will be field -screened for VOCs using a
PID. The resulting PID reading, soil descriptions, and drilling observations will be recorded by the
Landau Associates field personnel on a boring log.
3.2.2 SOUTHEAST OF REMEDIATION AREA I
Soil samples will be collected from approximately 0 to 6 inches into the sidewall and base at each
sample location using a stainless steel spoon or hand auger, or from the excavator bucket when gaining
access to sample locations could be a personal safety hazard. If soil is collected from the excavator
bucket, care will be taken to collect the sample from the least disturbed soil not in direct contact with the
excavator bucket. Approximately one soil sample, will be collected per every 50 linear ft of sidewall and
one at the base of each trench. Actual sample locations may vary depending on field conditions
encountered. The final sample collection locations will be recorded on a map prepared by personnel
collecting the soil samples. Samples will be field screened for VOCs using a PID. The resulting PID
reading, soil descriptions, and drilling observations will be recorded by the Landau Associates field
personnel in a field notebook.
A City of Edmonds active water supply main extends southeast to northwest through the
investigation area that the test trenches will be excavated, as seen on Figure 3. Excavation of test trenches
near the water main may become a safety hazard due to the high pressure in the water main. During the
August 2004 to February 2005 remedial action, construction personnel installed isolation valves at two
points along the water main to isolate a portion of the water main. Prior to test trenching, this portion of
the water main will be isolated to allow for future excavation without disruption of the potable water
supply.
3.3 GLOBAL POSITIONING SURVEY
Sample locations will be surveyed to establish their horizontal position using the Global
Positioning System.
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3.4 SAMPLE LABELING, SHIPPING AND CHAIN -OF -CUSTODY
Sample container labels will be completed immediately before or immediately following sample
collection. Container labels will include the following information:
0 Project name
0 Project number
0 Sample identification
0 Initials of the person collecting the sample
0 Date and time of collection
0 Analysis requested.
Samples will be transported to the designated analytical laboratory using the following procedures:
0 Samples will be placed on ice in a sealed cooler immediately after collection
0 Each sample container will be individually packed in bubble wrap when placed in the cooler
0 The samples will be sent by courier to the analytical laboratory by Landau Associates
0 All samples subrrAtted for analysis will be accompanied by a Chain -of -Custody form.
3.5 EQUIPMENT DECONTAMINATION
3.5.1 EDMONDS MARSH
All sampling equipment will be fully decontaminated before use and in between sample
collections. If direct -push drilling methods are necessary, hydrocarbon absorbent drip pads will be placed
in areas where there could be potential drips of hydrocarbons. Landau Associates and drilling personnel
will have a spill kit at the site in the event of a discharge of hydraulic fluid, oil, or fuel.
Sampling equipment (spoons and bowls) will be placed into 5-gal buckets directly after use.
These buckets will be transported out of the marsh by Landau Associates personnel where wet
decontamination methods will be used to minimize the possibility of cross-contarnination. Down -the -
hole drilling equipment (augers or probes with soil sampling sleeves) will also be transported out of the
marsh and decontaminated using wet decontamination methods prior to each sample interval. Wet
decontamination procedures are as follows:
Wash equipment with Alconox/tap water solution. (If heavy -oil free product is encountered,
an initial hexane/methanol rinse may be used to remove the residuals from the equipment.)
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0 Rinse with tap water
* Rinse with de -ionized water
0 Repeat entire procedure or any parts of the procedure as necessary
0 Disposable gloves will be changed between each sampling location.
3.5.2 AREA SOUTHEAST OF REMEDIATION AREA I
Prior to corrianencement of trenching activities, work zones will be established to designate areas
for specific tasks. The work zones will include: the exclusion zone, the contamination reduction zone
(which encompasses an equipment decontamination zone and a personnel decontamination zone), and the
support zone. Preliminary identification of these various zones is indicated on Figure 3. The exclusion
zone will include the area encompassing the proposed test trenches and the contamination reduction zone,
as indicated on Figure 3. Only site personnel with proper training and equipped in appropriate personal
protective equipment will be pem-iitted to enter the exclusion zone after reviewing and signing the health
and safety plan (HASP) prepared by Landau Associates (Appendix A). The exclusion zone will be
demarcated with caution tape during trenching activities.
The support zone will consist of the remainder of the site used for ingress and egress for the site
and will remain accessible to the public during the removal action.
3.6 RESIDUALS MANAGEMENT
Soil and water generated during the sample collection and any decontamination processes will be
contained in 5-gal buckets then transferred to 55-gal drums. Drums will be temporarily stored on Port of
Edmonds property pending analytical results. Landau Associates will arrange for the disposal of
generated waste water and soil. Disposable clothing and equipment will be placed in plastic bags and
disposed as solid waste in an appropriate solid waste facility. Residual soils will be characterized by the
analytical results of soil samples.
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4.0 SCHEDULE
Sampling activities in the Edmonds Marsh and trenching activities in the area southeast of
Remediation Area I are scheduled to occur, if site conditions allow, in summer 2005; however, this
schedule is subject to change based on the weather. Potential flooding in the marsh could prevent
successful access to the marsh and recovery of soil samples. Additionally, a high groundwater table in
the surrounding subsurface could cause significant difficulties to excavating test trenches and to the
recovery of soil samples.
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5.0 REFERENCES
Landau Associates. 2005. Revised Soil Remediation Summary Report, Harbor Square Complex,
Edmonds, Washington. Prepared for Port of Edmonds. June 1.
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LANDAU Edmonds, Washington Vicinity Map
14 AsSOCIATES I I
Page 1 of I
TABLE 1
SAMPLE COLLECTION AND ANALYSIS SUMMARY
HARBOR SQUARE SAMPLING AND ANALYSIS PLAN
EDMONDS, WASHINGTON
Area
# of Samples Collected
Analytes
Analyses
Edmonds
Up to 15
TPH-D and TPH-0
NWTPH-Dx
Marsh
TPH-G
NWTPH-Gx
BTEX
EPA8021
Southeast of
Up to 30
TPH-D and TPH-0
NWTPH-Dx
Remediation
TPH-G
NWTPH-Gx
Area 1
BTEX
EPA 8021
07/01/05 SAWPROM173\025101MEdmonds Marsh�SAP—tbl-Revised.doc LANDAu AssocIATES
APPROVEU Ab NUICU
BY ENGINEERING
PROPOSiDAI—TY WATER UTILITY MODIFICATIONS
DURING PETROLEUM -CONTAMINATED SOIL EXCAVATION
,,,HARBOR SQUARE9 EDMONDS9 WASHINGTON
REVISION NO. 1
This document presents plans and details for the removal and replacement of a section of 8-inch
ductile iron water main pipe at the Harbor Square development in Edmonds, Washington (see Figure 1).
Removing a portion of the City of Edmonds' (City) water main is necessary in order to excavate
contaminated soil surrounding the pipeline. The removed s&tion is estimated to be approximately 48 feet
(3-16 ft lengths of pipe) and is located within a length of water main that has been isolated by valves and
de -energized to allow for excavation of soil in the vicinity. No water supply distribution lines have been
affected by the isolation of the section of water main. The proposed removal and replacement of the
water main section is expected to be completed over the course of approximately one week or -less.
Activities to be performed during this work include: install a temporary above -grade water line
from fire hydrant H7-1 Fl5to the water supply meter for the Harbor Square Athletic Club; cut and remove
the necessary section of water main; plug both ends of the water main to be left undisturbed to prevent
solids from entering the exposed pipeline; excavate contaminated soil located below and near the
removed water main section; install backfill and bedding material for the new section of water main;
install a new section of the water main, including attachment to the undisturbed ends of the water main
using long -body sleeves; provide water to the newly installed section of water main by having City
personnel open valve 7-9C and the visually checking the piping for leaks at pipe joints; and final
backfilling around and over the water main. All plumbing work will be completed by a contractor
licensed in the City of Edmonds. The replacement water main section will be installed per City design
standards. The details of the work are as follows:
• Landau Associates will work with the City to schedule the work to commence. The above grade
2-inch diameter polyethylene water line will be installed from fire hydrant H7-1 19 to the water
meter servicing the Harbor Square Athletic Club. City personnel will complete the final
connection to provide water service to the athletic club — including a filtration system. The
management of the athletic club has requested that the water service interruption to the club be
scheduled to occur between 2:00 and 4:00 p.m. on a weekday.
• City personnel will open the, fire hydrant H7-1 I E to provide water to the athletic
club and will also close the water main valve 7-9C,4o valve out and depressurize the section of
water main to be removed. The section to be replaced will be ma_r_R_e_d_Ar4vsourj+ vA1_Y6 j9F 14,yo H7—J4
• A backhoe and operator will work with two trained technicians/operators that will be conducting
the water line work.
• The overburden will be stripped and the line will be hand located and then exposed.
41 The ends of the section to be removed will be cut with a demolition saw, the remaining open ends
plugged with o-ring type plugs, and the old sections removed.
0 The soil beneath the removed section of water main will be excavated to remove contaminated
material to depth and lateral extent as instructed by Landau Associates personnel.
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• The excavation will be backfilled and the pipe bedding for the new water main section will be
5/8" minus * crushed gravel top course.
• The new section of wat ' er main will be installed with long reach (i.e., long sleeve) couplers. New
sections of pipe will be swabbed with chlorine solution as they are installed. A.K48 c&it_oPvN6- (�K4NU(_c-spiro
6ACO 5;&C rl 0 Aj C)I:-
• The trench will be backfilled except for exposed trench sections at each pipe joint of the new k6V,, A4oqlr�.
line.
• The line will be chlorinated and then visually leak -tested for 24-48 hours. The leak test will be
conducted by City personnel temporarily opening valve 7-9C to charge the new section of water
main.
• At the conclusion of the leak test, the line contents will be discharged through fire hydrant H7-
I I F to the storage tank onsite and a sample of the pipe testing water will be taken to verify
dechlorination and water purity on a 24-hour turnaround.
• When test results and City approval iscompleie, the new section of water main will be placed
into service by City personnel re -connecting the water main to the water service meter for the
athletic club and opening valve 7-9C.
• The temporary, above grade water line providing service to the athletic club will be removed
from the site.
The attached drawings provide details on- the water main section removal and replacement.
10/24/05 "EdmdataXsharedock173U5 - Harbor Square Remediabon\018kUblity Modificabons Narrabve_October 2005.doc LANDAu AssocLATES
1p'. 189,�
June 20, 2005
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: www.d.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
David Nelson
Staff Geologist
Landau Associates, Inc.
130 2nd Ave S
Edmonds, WA 98020
Mr. David Pater
WA State Department of Ecology
Environmental Review Section
Shorelines Program
3190 1601h Avenue SE
Bellevue, WA 98008-5452
Subject: HARBOR SQUARE SOIL SAMPLING.
Dear Mr. Nelson:
GARY HAAKENSON
MAYOR
Le
I�P-A�
La-
T-U---c
The City of Edmonds Planning Division has reviewed your request for an exemption from the
requirement to obtain a Shoreline Substantial Development Permit (SDP). The purpose of the
project is to undertake a sampling and laboratory analysis for petroleum hydrocarbon
contamination on a portion of the Harbor Square complex and adjacent marsh area (see Sampling
and Analysis Plan, dated June 15, 2005).
Upon review of the project, the City has concluded that the proposed work is exempt from the
need to obtain a Shoreline Substantial Development Permit. In reaching this conclusion, we
reviewed pertinent sections of the Washington Administrative Code (WAC) that potentially
relate to this type of project, and found that the project appears to fit the following exemption:
WAC 173-27-040(2)(p):
(p) A public or private project, the primary purpose of which is to improve fish or
wildlife habitat orfish passage, when all of thefollowing apply:
(i) The project has been approved in writing by the department offish and
wildlife as necessary for the improvement of the habitat or 'passage and,
appropriately designed and sited to accomplish the intended purpose;
Incorporated August 1 i, 1890
.qiqfp.r C.itxy - Hp.tcinan .1pinan
SM-2005-81
Page 2
(ii) The project has received hydraulic project approval by the department of
fish and wildlife pursuant to chapter 75.20 RCW,- and
(iii) The local government has determined that the project is consistent with
the local shoreline master program. The local government shall make such
determination in a timely manner and provide it by letter to the project
proponent.
We understand that your Sampling and Analysis Plan has been completed with the assistance —
and ultimately approval — of the Washington Dept. of Fish and Wildlife, and that a hydraulic
permit will not be required for the sampling. The project is also consistent with the City of
Edmonds Shoreline Master Program (Chapter 23. 10 ECDC), particularly the following policies:
23.10.060 Shoreline use element goals and policies
Goal A. 7. Encourage restoration of shoreline areas that have been degraded or
diminished in ecological value and functions as a result of past activities or
catastrophic events.
Policy B. 1. "Environmentally sensitive areas " and "critical areas " are to be
protected and regulated consistent with the city's environmental review and
critical areas regulations contained in Chapters 20.15A and 20..15B [now 23.40
et. seq.] ECDC.
The proposed sampling and analysis project is an "allowed activity" under the City's Critical
Areas regulations; Chapter 23.40.220.C.8 ECDC contains the following provisions:
8. Minor Site Investigative Work. Work necessary for land use submittals, such as
surveys, soil lots, percolation tests, and other related activities, where such activities do
not require construction of new roads or significant amounts of excavation. In every case,
impacts to the critical area shall be minimized and disturbed areas shall be immediately
restored....
Although this project is determined to be exempt from the requirement to obtain a Shoreline
Substantial Development Permit, this determination assumes the following conditions:
1. The project shall be undertaken in accordance with the Sampling and Analysis Plan,
dated June 15, 2005.
Should any of the assumptions and conditions listed above be proposed to be modified during the
project, this office shall be notified immediately so that a determination can be made as to
whether the Shoreline exemption is still valid.
This letter provides an exemption from the need to obtain an Shoreline Substantial Development
Permit from the City of Edmonds; you may wish to contact other State and Federal Agencies to
determine if any further approvals are required.
If you have any further questions regarding this matter, please do not hesitate to contact me at
425-771-0220.
SM-2005-81
Page 3
Sincerely,
Development Services Department - Planning Division
0 AICP
Planning Manager
Attachments
C: File No. SM-2005-81
Shoreline Permit Exemption File
14 LANDAu
ASSOCIATES
TRANSMITTAL EWWWI&M I GWtECNNrX I RQUM MSMRa$
RECEIVED
To: Washington State Department of Ecology COPY
Toxics Cleanup Program JUL 2 7 2005
Northwest Regional Office
3190 160th Avenue SE ENGINEERING I)NISION
Bellevue, WA 98008 Date: July 25, 2005
Attn: Ms. Sunny Linhao, Becker Project No.: 173025.010.015
RE: Port of Edmonds
Copies Description
Final Sampling and Analysis Plan, Harbor Square Complex, Edmonds,
Washington
VIA USPS
Enclosed is one (1) copy of the above -noted report for your files. If you have any questions
regarding the enclosure, please contact Martin Powers at (425) 778-0907.
LANDAU ASSOCIATES, INC.
� 7, -S) , 1" ", .14, . - . 4 _J
Christopher C. Young:��_
Project Coordinator
CCY/ccy
7/25/05 k\Ednidata\wp�\173\Transniit-fax\Ecology-tnLdoc
Enclosure
cc: Christopher Keuss, Port of Edmonds (with 2 copies of enclosure)
Mark Schneider, Perkins Coie (with enclosure)
Rob Chave, City of Edmonds (with enclosure)
David Gebert, City of Edmonds (with enclosure)
of Edmonds (with enclosure)
Laura Prdye, Washington State Department of Fish and Wildlife (with enclosure)
151W4 _16LIV
130 2nd Avenue South e Edmonds, WA 98020 * (425) 778-0907 9 fax (425) 778-6409 9 www.landauinc.com
L I
ORT
OF
E D M 0 N D S
336 Admiral Way - Edmonds, WA 98020-7214 (425) 774-0549 - (425) 774-7837 FAX
April 7, 2005
RECEIVED
APR 1120
Mr. Jaime Hawkins ENGNEERING DIVI . SION
City Engineering Inspector
City of Edmonds
121 5th Avenue North
Edmonds, WA 98020
RE: CLOSURE OF CITY OF EDMONDS PERMITS
GRADING PERMIT# 2004-6678 AND PARKING LOT RESTORATION PERMIT# 2004-0833
Dear Mr. Hawkins:
This correspondence has been prepared per your request regarding the Harbor Square
Remediation Project. Landau Associates (on behalf of the Port) supervised a remedial action at the
Harbor Square complex during the period from August 2004 to March 2005. The goal of the
remedial action was to excavate as much petroleum -impacted materials as possible while maintaining
public and commercial access to the complex. In preparation for soil removal activities, Landau
Associates obtained the above referenced permits from the City of Edmonds (City). The permits
reference the Removal Action Plan (RAP) which states that, upon completion of excavation
activities, the remediation areas will be backfill�d and then finished with a 4-inch thick lift of asphalt.
Two areas were excavated at the Harbor Square complex. One of the three excavated areas
was finished with a 4-inch lift of asphalt. The scope of the remedial action has increased and more
excavation is scheduled for summer 2005. At the request of the building owner, the Port agreed to
install a 2-inch lift of asphalt in the second excavated area in anticipation of the additional
excavation activities. Upon completion of the additional excavation activities, the Port plans to
install another 2-inch lift (for a total of 4-miches) in the remaining area. Small temporary asphalt
ramps were installed to allow for a more smooth transition from the undisturbed surrounding area
to the 2-inch asphalt layer.
In March 2005, David Nelson of Landau Associates contacted the City of Edmonds
Engineering, Building, and Planning Departments to inspect the excavation areas and review the
permits. City 'inspections were conducted on March 4, 2005. Mr. Nelson was contacted by you via
telephone on March 10, 2005 regarding the inspections and permits. A summary of my
understanding of the contents of that conversation is as follows:
Due to the lack of a- total of 4-inches of asphalt cover in one excavation area, the
restoration requirements of the permits were not met.
e The temporary asphalt ramps currently at the site will need to be removed.
Page Two
One of the handicap -capable parking stalls adjacent to the 180 W. Dayton Street building
was too wide and did not meet City standards.
The City Engineering and Building Departments have signed off on the grading and
asphalt permits with the understanding that 1) the Port plans remove the ramps and
install a total of 4 inches of asphalt in the entire area excavated after additional
excavation activities are completed and 2) the width of the aforementioned handicap -
capable parking stall will be corrected once final asphalting is completed. -
The Port will need to obtain a new combination grading and site restoration permit Prior
to additional excavation activities (scheduled for summer 2005).
I hope that the information provided herein will be sufficient for your records. We will
continue to keep the City informed as to the progress of the Harbor Square Phase I Remedial
Action. If you should require additional details regarding our plans for additional excavation
activities, please respond to this letter at your earliest convenience.
Sincerely yours,
Christopher W. Keu CMM
Executive Director
cc: Janine Graff, City of Edmonds Building Inspector
Steve Bullock, City of Edmonds Planning Department
TECHNICAL SPECIFICATIONS
for
COMPLETION OF PHASE I -A SOIL REMEDIATION
HARBOR SQUARE COMPLEX
EDMONDS9 WASHINGTON
DIVISION I — GENERAL REQUIREMENTS
STR51 FILE
SECTION 0 1110
.S
UMMARY, OF WORK
PART 1 GENERAL
%
1.01 PROJECT BACKGROUND AND WORK INCLUD
'fk
A. This section provides a brie suftimaryl'of the'�wo and'select6d'pr6ject background for
informational purposes and for the convenience of the Contractor. In the event that information
provided in this section conflicts in any way with the requirements of any other section of the
Contract Do'cum eiit's,tho`�'e_ -othe'r�s-e'ctiolis;sbill�pre-v" ail.
B. The Port of Edmonds (Port, or Owner) is implementing a Completion of Phase I -A Soil
Reniediation project at the Harbor Square Complex, located near the 170 West Dayton Street
building in Edmonds, Washington. The site and other lands on which the complex is located are
owned by the Port and leased to Harbor Square Associates (HSA).
C. Previous remedial investigations established that free -phase petroleum hydrocarbon product
and/or total petroleum hydrocarbon (TPH) concentrations in excess of 2,000 milligrams per
kilogram (mg/kg) were identified in soil samples collected from the site. The TPH is primarily
diesel- and oil -range petroleum hydrocarbons.
D. The Port began tlii,',Phase I Soil Remediation project at the site in 2004. The remedial action
was' complet6d ui�der the provisions of the Washington State Department of Ecology (Ecology)
vol 'le am (VCP) agreement between Ecology and the Port. Prior to initiating
soil remov ac'tivit'i' Removal Action Plan, dated July 8, 2004 (see Exhibit A) was submitted
'logy.
to and ap e.
E. The result's of the Phase I Soil Remediation project are documented in the Soil Remediation
Summary Report, dated June 1, 2005 (see Exhibit B).
F. Generally, the Completion of Phase I -A Soil Remediation project includes, but is not limited to:
removal, stockpiling, and reuse of surficial clean soil as excavation backfill material; excavation,
handling, transport, and offsite disposal of petroleum hydrocarbon -contaminated soil and debris;
excavation dewatering and stormwater management; utility protection and replacement (as
needed); hot mix asphalt pavement removal and replacement; excavation backfilling, and site
restoration. Personnel engaged in hazardous materials work shall be Hazinat, OSHA, and
WISHA certified. The extent of the soil removal action under this Contract is shown on the
Drawings.
1.02 SITE LOCATION AND RELATED PiOPERTY INFORMATION
A. The site is located near the 170 West Dayton Street building in the Harbor Square Complex in
Edmonds, Washington.
B. The Harbor Square Complex is a mixed -use complex of commercial, retail, and office areas that
include a hotel, health club, restaurant, various retail and wholesale businesses, and offices. The
site is:currently leased by HSA from the Port. The complex is served by internal roads and
parking.facilitie§,hin'd by underground utilities, including water, sewer, storm sewer, electricity,
9/9/2005 \\Ed.dta\shaedod173\25 -Harbor Squire Remediation\RA Specs (016)\01 1 10-Summary ofWork.doc
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natural gas, and communication cable. The improvements (which include buildings, parking and
internal road facilities, and landscaping/ sidewalks) are owned by HSA; while the Port owns the
land on which the facilities are located. HSA has a long-term lease -with the Port;.the land lease
for the parcel that is currently occupied by Buildings 1, 2, and 3 expires in 2027, and the parcel
that is currently occupied by Building 4 expires in 2032.
C. The Owner will make available for review pertinent information that it may have as to
subsurface conditions, existing utilities, surface topography, and other existing conditions at the
site. This information is offered as supplementary information only. Contractor is'resp6nsible
for determining and verifying existing conditions at work locations as necessary to perform the
work under this Contract. I . . ! ;I w -
1.03 SITE FUSTORY
A. Information regarding the site use history is'presented in the Removal Action Plan (see Exhibit
A) and the Soil Remediation Summary Report (see Exhibit B), as well as in some of the other
available documents (see Exhibit D).
1.04 EXISTING SITE FEATURES AND CONDITIONS ;
A. Existing site features near the work area are Isho*n-ofi the Drawings. Additional inform ation on
site features and conditions in and near the work area are summarized in the Soil Remediation
Summary Report (see Exhibit B).
B. The primary chemical constituents are anticipated to be diesel- and oil -range petroleum
hydrocarbons and free -phase petroleum hydrocarbon product.
C. Soil and Debris: The subsurface soils below the existing asphalt pavement are comprised of a
variety of fill materials (including sand and,gavel, construction rubble,, co'ncret�and asphalt
debris, wood and metal debris, etc) overlying native peat and fine sandy, clayey silt, which tends
to act as a confining layer for the overlying petroleum-ninipa6ted soil and'zones of free -phase
petroleum hydrocarbon product.
D. Groundwater: - The depth 16- local groundwater 'in the planned excavation areas will vary due to
many factors, but should assumed to be at a depth of approximately 4-ft below ground surface
(BGS). Higher groundwater levels should be expected dur - ing the wet season. The rate of
groundwater seepage into the excavations will vary with depth and time, and zones of free -phase
petroleum hydrocarbon product will be encountered I during soil excavation and removal
activities.
1.05 GENERAL SCOPE OF WORK
A. The following providesa-general summary of the primary elements of-the.project-,as organized
by the pay items of work under this Contract. The specific details and constr uction requirements
for the work under this Contract are specified in the Technical Specifications, Drawings, and
other parts of these Contract Documents.
B. M6b1li7Atio6/D&rnobiliz4tioh� and Work Area Preparation. '. . � .1
C. -Removal/Disposatof Existing Pavement.
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�D. Utility Protection/Restoration.
E. Storinwater Management:
F. Storm Drain Removal and Replacement.,
G. Health & Safety., Decontamination, and Residuals Management
H. Excavation and Stockpiling Onsite�Qlean Soil.,,.,
I. Excavation and Stockpiling Impacted Soil and Debris.
J. Load and Transport Impacted Soil to Disposal Facility.
K. Loa& and Tran.sport.Debr.is to. -Disposal Facility.
L. Excavation *Dewatering and Water Treatment/Disposal. - -
M. Place and Compact Onsite Clean Soil. i ; i,, .:
N..., Ylace and. C.o,mi)act Clean Imported Material.
0. Pavement Replacement.
4
P. Pavement Qyqlay,_
Q. Site Restoration.
R...,:Water:MainModi i�ations, (Additive Alternate A-71),
1.06, CON-TRAQTOR WORK HOURS
A. Unless otherwise approved by the Owner, Contractor's work hours shall be limited to the period
from 7: 00 am. to, 5! QQ p.m.,on Monday through Friday of each -work week. -
1.07 WORK?
TO!B9?ERFORMEDiBY:QTHER$:
A. TheQwnerror its.representatives will perform certain work an&oversight activities -at the site
during this Contract, including but not limited to the following:
1. Obtaining grading and parking lot restoration permits � from ' the * City. of Edmonds.
2. Providing solid waste approvals from the designated disposal facilities, and making payment to
thesdisposal. fabilitiesfof the impacted soil and debris -removed 66111 the desigtiat6d reimiedihtion
areas.1-;;-,,,
3. Maiiinj the!'�`eitbfii -bf the soil rbmel diitioifi ar6is and the 0aveffie''n't 6Verla'y area"
4. Conducting survey measurements using GPS 'and other land surveying equipment.
5. Providing direction to the Contractorregarding the lateral extent and de th of soil excavation to
be conducted under this Contract.
6. Conducting soil sampling and analysis activities to -confirm �that �impacted soil'has been
adequately removed from the excavation areas.
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7. The Owner and its representatives will administer the Contract; monitor, observe, approve, and
accept the work; coordinate with Ecology and other regulatory agencies; provide required
direction for the work When Contractor requests clarification of the intent of the Contract
Documents; and generally ensure that the execution and completion of the work meets design,
construction, and other requirements of the Contract Documents.
1.08 PROTECTION OF SITE FEATURES AND ADJACENT PROPERTY USES
A. The Harbor Square Complex includes a hotel, health club, restaurant, various retail and
wholesale businesses, and offices. The site is currently leased by HSA from the Port.
Contractor shall take such precautions and develop a construction approach for the project that
limits adverse impacts to the'Harbor Square tenants, the existing facilities and utilities, and the
existing Access streets and parking areas.
B. Contractor shall implement the work in a manner that preserves a safe work environment for all
tenants and their employees, maximizes coordination and communication with their
management, and minimizes disruptions to their businesses and operations. In fulfilling this
requirement, Contractor shallensure that pavements outside the designated work areas are free
of construction debris that may cause damage to equipment and vehicle or injury to employees,
and that soil or mud is promptly cleaned u' .
P
PART 2 PRODUCTS -
Not applicable to this section.
PART 3 EXECUTION
Not applicable to this section.
END OF SECTION
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SECTION 01270
MEASUREMENT AND PAYMENT
PART I GENERAL
1.01 DESCRIPTION
A. This Section-sve0hes requirements for measurement of nt in t
and,p4yTq . for, co. ple.edwork under
this Contract T.be,§cppe: ofwprk in the Contract is divided,into both base bid Dav items and
, 1-1- ... : .., , , 11 ) . _. , .,.. . � .- I . � 1 1. .
a�ditive alternate '4y, items, as,shown on thePr posal Form.',fo purposes,of measurement and
1 .1 i. I I 1 11 P, �� _.__ _ �o 1. ,. _r
payment. Any work required by the Contract Docugiepts, that� is not specifical1v described in the
pay item descriptions shall be considered incidental to -'other items of work and shall not be
measured forpayment.
B . Cont�actor shall measurecom.
plete�qwork as defined in these Contract Documents and shall
Ilk _1_",_f.. . . I I I -
co u a , quantities'reciuired fo.rm,easurine tasks and subtasks for
,,thq,pay.item division of
y�qrk; 7th�sF.quantities.will be,verified,by the,qw4eror the Owner's Representative. Agreement
I , "I - . -A ....... * I " " "'' .
between the Owner and Contractor sfiall'be"r'eached on'M"V'oiced Quantities and amounts,prior to
submittal of each invoice. ; .� ., -
C. Payments will be made at the respective lump -sum and unit prices for eachpay,item, ofwork. in
the Contract Price. All work specified in this Contract is included within the pay items listed in
the Proposal Form and Article 1.04 of this Section. Payment sha 7 Illbe Pq1qsi4qTed.fu..11
compensation for furnishing all labor, materials and equipment to complete the work ih
accordance with the requirements and intent of the Contract Documents, including the Technical
Specifications, Drawings, and Exhibits. Unless otherwise stated, each pay:item shall. include all,
direct and indirect costs necessary to complete the subject work of that pay item.
1.02 MEASUREMENT OF WORK �:
A. Lump Sum Pay Items .. ; 11 :
1. Items of work for which payment is made by a "lump sum" shall be measured as a complete
unit. Labor, materials, or equipment used in lump -sum price pay items will not be measured
or paid for separately.
2. The lump sum pay items described in Article 1.04 shall not be adjusted as a result of change
orders or extra work. The negotiated Contract Price for change orders or extra work shall
include additional provisions for any work that may be described as part of an existing lump
sum pay item.
3. For lump sum or incidental pay item descriptions that do not include estimated quantities,
Contractor shall be responsible for estimating the pay quantities based on information
provided in the Contract Documents, or other means as deemed appropriate by Contractor.
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B. Unit Price Pay Items.
1., Items of work for which pAynient is made by.a "u.nit price" shall be measured according to
the methods and units described below andthe applicable requirements of the Contract
Documents.,
2. Measurement Standards: All work, to be paid for at a Contrr.act Price per unit of
measurement shall be measured in accordance with United States Standard Measures
3. Measurement by Weight: Unless otherwise specified in the pay items of work, earthwork
materials from onsife activities, O'ffsiie suppliers, and similarlierns to be paid f6r by wcight
shall be measured by certified scales. Certified copies of supplier receipt invoices shall be
p , rovided's pecififying typ 6 and quafitft�:of material akt�aill� furnished/redeived.
as 6� Measurem ent by volumew'ill be by the cubi cl'dimerision listed in
4. 'Me ueme
the Contract Price. Method of volume measurement will be by either the method of
surveyed cross -sectional average end-areas,or the method of computed cross -sectional areas
from lines, grades, and- elevations':determ' ified-by the Owner to adequately represent the
work,: or computer -aided methods approved by the Owner.
5. Measurement by Area: Measurement by area -will be by the square dimension listed in the
Contract Price. Method of square measurement will be based on'either horizontal or
vertical planer projections, whichever is greater, unless otherwise specified.
6. Linear Measurement: Linear measurement will be by.the linetar dimension, listed or
indicated in the Contract Price. Unless otherwise specified, components of work to be
measured will be measured at the centerline.of the work in place.
7. 'Timb Measurement: Measurement by timewill be by the time,period listed in the Contract
Price, based ori an 8-hour workday. All time measurements will be based on an hourly log
which shall be.ap-reeduvon and si eddaily. between,the Contractor and the Owner. The
log will be used to allocate between operating and standby time for the pay i�em of work.
0 erat ne time shall be logged as specified.
p
1.03 INCREASED OR DECREASED QUANTITIES
A. Payment to 6britra'dd r will 0'fily be 'made for,the actual quantities of the work performed and
the Contract. I When the* accepted quantities of w6irk vary from the
accepted mcon6n'nancd With
original bid quantities, payment will be at the unit contract prices for accepted work unless the
total quantity of any pay item increases or decreases by more than 25 percent relative to the
original bid quantity. In that case, that! part of the -increase; ore decrease exceeding 25 percent will
be adjusted in accordance with Section 1-04.6 of the 2004 WSDOT Standard Specifications.
1.04 PAY ITEMS OF WORK
A. ITEM NO. 1: MOBILIZATION/DEMOBILIZATION AND WORK AREA PREPARATION
1.� Mobilization �includes preparatory work and -operations including, but not, limited to, those
necessary - forlhe movement of personnel, equipment and supplies to the proj eet site; and for
alli other associated work, submittals:,� and operations which must be performed, permits to be
obtained, or costs incurred prior to,beginning work on the various items of the project.
2. Demobilization includes site cleanup and demobilization of personnel, equipment and excess
materials and supplies from the project site.
3. Work area preparation includes: documenting existing conditions in the work areas by
photographs, measurements, and other appropriate means; establishing work zones and
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traffic control provisions; removing existing fencing within the work area and installing
temporary fencing around the work zones; and providing temporary construction facilities
needed by Contractor.
4.: Nythent for mobilization/deffibbilititi6n and work area preiparation�shall be-bn the basis of
the lump sum price stated mthe Co"n'tractor's bid p&ice for this Ody item.", Measurement for
this pay item shall be estimated on the basis of the percent complete, relative t6 the overall
bi.d.pricd- and the 'Eictbal pr I ogress towh - rd pr6jdct cdmpletiofi;,
B. ITEM NO. 2: REMOVAVDI�fOSAL OF EXISTTNG PAVEMENT
1. Work under this item,ihF!u4es saw cuffing removal, loading, transportation. and
. I ..Ili I Z .., " I - �. 1 0.1 I .. . .1 1. ...r.'r 1,
recycling/disposal of existing hot mix asphalt Davement and existing'curbing,to beyernoved
&m ;ihework
.2. Payment, foryernoval/disposal of existing pavement shall be on the - basis of -tons of pavement
and curbing trarisported.and recycled/disposed at an appropriate� offsite -facility at the unit
I— - _ . � - , - .. 2
price stated in the Contractor's bid� Drice forthis pay. iternt. Measurement for -this pay item
shall. be,detennined,on the has-is,of legib Iq copies of.c.ertified.-weight receipts or other
opcimientatiomofwpight.ftm the rq�cycling/dis osalfacility�,.,
.13�
C I'T`E,M� N 0, UTILITY Pk6TE'ch6N4tsToRATIoV
1. Work under this iioiii'i�n'c!l�di�'-io�itifig",,t'niii;rkiiig; lJr6t6&ifig,4hd ph�sicially sup
porting
ik 6dihat'couldpotehtWly� damaged by
e-kistiiig-a6ti'v�e"U'tilifi�s'-'W':ithitf'dfiHfie-ar'�ie"wo at
t tolfiti�� w rk U�* is 6fttract "'f6stbrationlrepair of ons'ite utilities within or
he s 0 n6r'th ''C any
1 41,
near'the, Work 6fed nee'ded-to"r,esto-re-ih 6�`tiiilfties t6th6if'pre-ekistmg 6,hditioiris, and any
`' J �' " . 0 - 6 �
fidit'llity au "' ' 466'ffib e" s heeded to
ndeeSs'aiyid�us'fi'iiefi't t6 the eievailoff 0 Ni �6 and surfd&ffib n
maintain flush conditions with the fihA`paVe:m 6n't suiface"s'..' Th6 w`0- rki"eir this item does
not include work conducted under Item No. 5 or Additive Alternate A- 1.
2. Payment for utility protection/restor-aiion' sha'll'be"o'n' thebas;'is'�of t6 lump' S'u pric6 stated
in the Contractor's bidprice for this pay item. Measurement for this pay item shall be
estiffiated on, the basis of the percent coh1p`let6.,ieiiativeto the 6�eirall bidpricq,and the actual
progress toward project'completiofi.
D.—ITEMN0.4: STORMWATER MANAGEMENT,
I . Work under this item includes: installing temporary plugs into existing storm drain lines that
are located within or near the work area; pumping stormwatet from, existitig catch basins
around the work area to a suitable discharge location (including providing oil/water
separation and enleigy dissipation asneed6d),� diverting stofinWater from 9dja6ent paved
areas to limit runoff from entering the excavation(s); diverting storinwater drain spouts of
nearby buildingsto a catch- basimoutside of the, work -Area; installing catch �bagin filters and
ins�.talling*Allio thdr temporary,)sedimenfation and erosion control measures. -needed to protect
partially comoleted4oik,and prevent sediment transport -from exposed soil �suifaces and
temporary stockpiles to �surfade water or adjacent. nohmwork, areas.
2. Payment for stonnWater,managemerit shall be on the -,basis of the lumpi sum, price stated in
the Contractor's bid price for this pay item. Measurement for. thispay. item shall be
estimat0ionthe ba'sis,of the pqrcent, complete. relative tq,thp overall bidprice and the actual
progress to.ward project completion.
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E. ITEM NO. 5: STORM DRAIN REMOVAL AND REPLACEMENT
1. Work under this item includes: removal of the segment of the existing storm drain piping
that crosses the soil removal area, installing replacement storm drain piping from the existing
catch basin to the pipe cutoff locations and furnishing and placing/6om0acting pipe bedding
and pipe zone bac'kfill materials in accordance with City of Edmonds requirements.
Pumping and rerouting of stormwater needed to complete the work under thisitern is
included in Item No. 4.
2. Payment for storm drain removal and replac'e,ment shall be on the basis of lineal feet of storm
drain piping removed and replaced, at the unit price stated . in the Contractor's bid price for
this pay item. Measurement for this pay item shall be determined on the basis of onsite
measurements of the pipe length removed and replaced between the edge of the catch basin
to the pipe cutoff location.
ITEM NO. 6: HEALTH & SAFETY, DECONTAMINATION, AND RESIDUALS
.MANAGEMENT
1. Work under this item �ificludes: develo in and implementing a Health and Safety Plan at
. A g
least as stringent as the § ite Health "and Safety Plan (Exhibit C) and that meets the
requirements of the'Techiiicail Specifications; monitoring work activities for compliance
With Plan 'requiremefits'an'd providing ppersotmel training and required documentation;
maintaining flag,g!-ni, and staking 'of work zone boundaries and contro I Iling personnel and
equipment accessito 6ontaffiinite4iones; flimishing, ifistallnig, operating, and maintaining
all'required healthand safety quip drit and fadiliti s, i ' Judi' Yin
in i e nc ng peiso ' el decontamination
facilities and equipment decontamination facilities; ffirnishmig all required worker protection
gear and equipment for Contractor and subcontractor personnel; decontaminating
construction equipment and personnel health and safety equipment, and collecting and
disposal of all decontamination water, contaminated solid wastes, and residual materials.
2. Payment for health & safety, decontamination, and residuals management shall be on the
basis of the lump sum price statedt in the Contractor's bid price for this pay item.
Measurement for this pay item shall be estimated on the basis of the percent complete,
relative to the overall bid price and the actual progress toward project completion.
G. ITEM NO. 7: EXCAVATION AND STOCKPI LING ONSITE CLEAN SOIL
1. Work under this item includes ekchVitfirig and stockpiling of onsite clean overburden soil as
designated by the Owner or the Owner 's Representative; and protecting such soil from
cross-cbntainination until reused as clean backfill material for the project excavations.
2. Payment f6r excavating* and stocXpilingof onsite clean soil shall be on the basis of cubic
yards of such material as designated by the Owner or the Owner's Representative, at the unit
price stated in the Contractor's bid price for this pay item. Measurement for this pay item
shall be determined on the basis of onsite surveys made and volume estimates agreed to by
the Owner and Contractor.
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H. ITEM NO. 8: EXCAVATION AND STOCK PILING IMPACTED SOIL AND DEBRIS
1. Work under this item includes: excavating impacted soil and debris within the
excavation
areas, dfsigtn''a'te`d by'ih
Owner or. the Owner's Repre entative; �egreg#ting i acted soil and
debris;.slZe reduction of debris n needed for offsite disposal; and stock iling and protecting
p
these materials i separate lin d, bermed, and covered stockpiles until loaded for offsite
. I , .... . M
�disppsili .
2. Payment for excavating and stockpiling of impacted soil and debris.shall be on the basis of
cubic yards of such material as designated by the Owner or the Owner's Representative, at
the unit price stated in the Contractor's bid price for this pay item. Measurement for this pay
ii,bmshdlfb6'd'e't6r mined on the basis 4onsite survbys,'ma`de'And' volume estimates agreed to
b�'the Ow" n"e"r and:66�6actor.
I. ITEM NO. 9: LOAD AND TRANSPORT IMPACTED SOIL'TO DISPOSAL FACILITY
I . Work under this item includes loading and transporting impacted. soil to Rinker Materials'
6ereft,WaghQi�'n,'imlesS 6therwise designated
dsoroti osil ficility in
th6trilddi on' and digo
by the Owner. This item also includes proper manifesting"of th6'material, obtaining
documentation certifying the total weight of material treated and disposed at the facility, and
s'U'bm1ftin'g*su�fi ao�u"menlia'-fio'A to ffie O%�ne?s ReiftsdritAtive.
2. 'Payment for lo�ding and transporting.impacted soil for disposal shall be on thebasis of tons
. � j. � , � ., .11 , �, 1, k; 1 1:91. 1 . - .", � �-; !:� � 1 1- .�: - - � 1 1.
of soil transported and disposed; afthe d "''
ated facility. at, the unit price st�ted in the
" esign
ntractor.s, bid Drice for, this pa
y item� M�asurementfbr this pay item shall be determined
on i�e basi
0,oflegible co
.-Pies ofcertifi6d weight receivts or other documenta ion of weight
'... . Y . I- . -� '. �� I . . . . .. � t
from the disposal faci ity. 6" t
os s.associated with materia.l,disppsal will be paid by the Owner
und6r,seDaraie contract -with the disposal facility.
ITEM NOw 10- LOAD AND TRANSPORT IJEBRIS--,T.O DiSPOSAL.-FACILIT-Y
,1. Work under,this. item includes loading and-transportingdebris and associated impacted soil
to Waste Management's Alask& Streettransfer,station in Seattlej Washingtonfor subsequent
rail car trans.ferAo Waste Management's ColumbiaRidge Landfill. This item also includes
proper manifesting of the material, obt
aining documentation. from the Waste Management
facility certifying the total weight of material disposed at the landfill, and submitting such
documentation to the Owner's Representative..
2. Payment for loading and transporting debris and associated impacted soil f6r disposal shall
- bepn the basis of tons of material transported and dis ed at
M the desi ated facility, at the
:gn
unit pri. e, stated in the Contractor's bid`p�ice for this pay item. Measureme for this pay
". .�c,., � - . I '. " nt
item shall be, determined on the basis 'o'! f leg
ible zopies of certified weight receipts or other
docume�fA�ci�n'o'f'w"eight'�fr'o;m- th
e disposa acil ity. Costs associated with material disposal
"' - - : th
W�ilj -be paid the' Owner un er separate dofittkiwith 6 disposal facility.
K. ITEM NO. 11! EXCAVATION DEWATERING AND WATER TREATMENT/DISPOSAL
1. Work under this item includes: dewatering of excavations as directed by the Owner or the
Owner's Representative and as needed to facilitate soil removal and handling,
confirmational soil sampling, and excavation backfilling activities; furnishing, installing,
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operating, and maintaining an onsite water treatment and storage system; sampling and
analysis of water as required to demonstrate the effluent meets the City of Edmonds'
pretreatment standard for oil and grease; discharge of treated water to the City of Edmonds'
public sanitary sewer system; and,system decommissioning and disposal of residual
materi.alS.
2. Payment for excavation dewatering and water treatment/disposal shall be on.the basis of
gallons, of proper ly tyeated water discharged to 4he sanitar stem,at eunitprice
y, sewer sy th
stated i,n the..Contraqtor's bid price for this pay item. Measurement for this pay item shall be
determined on the basis of effluent flow meter readings.
L. ITEM NO. 12: PLACE AND COMPACT ONSITE CLEAN SOIL
I . Work under this item includes moisture conditioning and loading of onsite clean overburden
soil from the designated stockpile(s), and,placement/compaction of the common backfill
wi I thin . ar . eas, o f the excavationi
s) A§ designated by the Own ' er's Representative.
2. Payment for placing and compacting onsite clean soil shall be on the basis of cubic yards of
such -material placed as excavation backfill, at the unit price stated -in the Contractor's bid
price- for this pay item.. Measurement forthis pay item shall be determined on the basis of
onsite surveys made and volume estimates agreed by the Owner and Contractor.
M. ITEM NO. 13: PLACE AND COMPACT CLEAN IMPORTED MATERIAL
I . Work under this item includes importing, moisture conditioning, jp[a6effieht, and compaction
of imported quarry spalls, structural fill, and base course crushed surfacing material as
b.ackfill-W,ithin'rareas of the excavation(s) as designated by the Owner's Representative. This
item also includes furnishing and installing the geotextile layer and the geomembrane barrier
as part of excavation backfilling. For bidding Pu . rposes, assume the. use of 900 square yards
of ge6texiiie�and'80'0' square'-fek of g�eom embranc material.
2. Payment for, placing, and compapting,clean imported m aterial shall be.on the basis of cubic
yards ofsuch material, placed as excavation- backfill, at themnit price stated in the
Contractor's bid price for this,pay� item,. Measurement for this pay item shall be determined
on the basis of onsite surveys made and volume estimates agreed by the Owner and
Contractor.
N. ITEM NO-14: PAVEMENTREPLACEMENT,
1. Work under this item includes:, importing, moisture condition I ing, placement, and
compaction of a minimum 8-inch thick compacted layer of top course crushed surfacing
material; and importing, placement, and compaction of a minimum 4-inch layer of hot mix
asphalt pavement over the designated excavation area.
2. Payment for pavement replacement shall be on the basis of square yards of new hot mix
asphalt pavement placed, at the unit price stated in the Contractor's bid price for this pay
item. Measurement for this pay item shall be determined on the basis of onsite surveys
made and area estimates agreed by the Owner and Contractor.
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0. JTEM NO. 15 PAVEMENT OVERtAY
f W6rk under this itdffi'in6ltide:§,irhpoftihg, placement, and compaction of'a-minimum 2-inch
overlay of hot mix asphalt pavement over the pavement areas identified by the Owner's
Representative.,
2.� Paymeriffof on the bd9is,`6f s4uaid,yards of new hot mix asphalt
Liypladed, afthe unit price -stated mil the Coiltraicitor's bid price for this pay
pavement ovei
item. Measurement for this pay -item shall be determined 6n'tho basi's of onsite surveys
made and area estimates agreed by the Owner and Contractor.
P. ITEM NO. 16: SITE RESTORATION
&J,
j. Workunddi this iteftilirielddes:: i6gt6ratibn of site areas disturbed by the Contractor's
actiVities;'ie0a'i'r'6f ariy�d image I to . e I xis . ting site facilitieg-dabs�d b . ylthe-,C6fi . trictor; marking
of new hot mix- asphalt paVement�placed.within,the workiareas; and replacement of any
-landscaping removed to.facilitate soil remediation and site
curbing, sideWalksj wdlkways,, or
paving activities. For bidding purposes,. assume thatAt least 4 00 -lineal feet of concrete
curbing mill -need to.,be replaced.!,_:
2. Payment for site restoration shall be on the basis of the lump sum price stated in the
Contractor's, bid price. for this�.pay.item.. MeAsurem ent for thispay item shall be estimated
on the basis of the percent complete, relative to the overall bid price and the actual progress
q0 pypjec completion.
Q. ITEM:NO..-A,-I,:,!ADDITTVEAL�,TER-NATE-A6:1�' WATEkMAINMODIFliCDATIONS
1.1 AdditiVd Alt6 mlate'A-1 — Wdie`r' Main M6 dificatioris mii�lumdeall labor, equipment, and
k ass. d' 'th th tential
materials required to compieid Ali e4d'Mien-is"'oftfie W!'otrl b6ate wi e po
ihstaliation,O'f � hd* shutbff valve and replacement'6f th& section of the 8'inch "'water main
diictild4r6h pipe rbmoV6d to'fidilitkitd soil,dkdavati6h':The' Owner 'or the --owner's
R�presentativd *ill'deteriniifd'if'thd,W'ork,iin'd�r Additive' Alternate A -,I is required to
66mplete the soil remediationproije*ci.
2. Payment for Additive Alternate A- I -Water Main Modifications shall be on the basis of the
bi' Measurement for this pay
lump sum price stated in Contractor'9' d price for ihis-pay'item. I
item shall be estimated on the basis of the percent complete, relative to the overall bid price
and the Actti,�l prbgtessltdward.oroji�tt completion'.
J�
END OF SECTION
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SECTION 01311
COORDINATION
PART 1 GENERAL
1.01 DESCRIPTION
A. This section covers Contractor's responsibilities and coordination requirements associated with
project planning and implementation, project management, and certain other elements of the
work.
1.02 SUBMITTALS
A. All project s ubmittals shall be submitted to the Owner in accordance with the provisions of
Section 01330.
1.03 COORDINATION
A. Coordinate site access, occupancy, and use of space made available by the Owner and the
Harbor Square Complex to accommodate storage and staging of materials and equipment and the
orderly completion of the work while concurrently minimizing adverse effects of Contractor's'
construction activities on the Harbor Square Complex's ongoing commercial activities and
others working at and near the site.
B. Utility purveyors serving the work area shall be identified and contacted as required to carry out
the work under this Contract. These utilities shall be notified immediately if conflicts or
emergencies arise during the progress of the worki Contractor shall be responsible for calling to
obtain utility location assistance, as required, during the course of the project.
C. Coordinate with the City of Edmonds regarding discharge of construction water to the sanitary
sewer system and for any -necessary modifications to the City's water main needed to complete
soil removal in the designated excavation areas.
PART 2 PRODUCTS
2.01 DESIGNATION OF PROJECT MANAGEMEN TPERSONNEL
A. Contractor shall submit upon award of Contract the name and qualifications of its project
manager, project superintendent, and health and safety officer. Each shall have demonstrated
experience completing contaminated soil remediation projects of similar size and complexity.
2.02 CONSTRUCTION SCHEDULES
A. Contractor shall submit upon award of Contract a detailed construction schedule for review and
approval by the Owner. The construction schedule shall clearly show each element of work to
be performed -under this Contract, and all items involved in overall sequencing of the work,
including material submittals and Owner review time.
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B. The construction schedule shall be kept currenti taking into account the actual progress of the
work. The schedule shall record the actual time required to accomplish the various activities
included therein and include Contractor's projections of the time it anticipates will be required to
complete unfinished tasks. The schedule shall be revised and updated weekly and submitted to
the Owner's Representative for review and comment.
2.03 CONSTRUCTION PLAN
A. Contractor shall submit upon award of Contract a construction plan that addresses each of the
primary e1emeAts,of the work. The construction plan shall demonstrate that the work is
thoroughly planned with adequate staffing, equipment, and management control, and that
Suit
able construction methods and equipment are planned to meet the technical requirements of
the work.
B. Contractor shall obtain the Owner's approval of the construction plan(s) prior to initiating the
elements of work,covered in th -plan..,The Ownerls Ap
proval of Contractor's construction plan
shall in no way eliminate Contractor's responsibility to carry out the work in accor * dance with
the Contract Documents; nor shall such approval, in any way, cause the Owner to. take
responsibility for substandard or defective work that may result from construction methods
proposed by Contractor.
PART 3 EXECUTION
3.01 MANAGEMENT OF TBE WORK
A. Manage the work in compliance, with the technical,, procedural, reporting, and scheduling
requirements of this Contract. Provide the necessary management, technical, and administrative
personnel and sufficient project management systems and equipment to carry out the work in
compliance with.th.es.e,requirements.
B. Provide and maintain a listing of required,and COMDleted reviews and submi als. M age the
tt an
preparation,, submittal, review, and approval of same to the Owner in a timely manner.
C. Manage contract administration and cost accounting to maintain responsive, accurate, and
thorough reporting, documentation, and invoicing of the work in compliance with applicable
provisions of the Contract Documents.
3.02 MANAGEMENT PERSONNEL
A. Contractor's.project',man4ger shall have responsible charge of the work and have complete
authority to direct -the 'work, -including negptiation.ofall issues affecting Contract Price, Contract
Time,,pprsonnel, and; quality of workmanship.,
B. Contractor's project superintendent shall have authority to direct and to manage all aspects of the
work for Contractor. The project superintendent shall be experienced in the prosecution of the
work and 1hp rpanagement of trades and subcontractors required to accomplish the work. The
!prpjects,uPerin.tendent.,shalibe,vresentatth site, at, all times while work is actually in progress
e.
on the Contract, or shall have designated an, alternate, during,low work periods. During any
periods when work is suspended,* arrangements acceptab - I . e . to the Owner s I hall be made for
accomplishing any required stormwater management, maintenance, or emergency work.
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C. Contractor's health and safety officer shall have the authority to administer and implement the
health and safety provisions for the work as specified in Contractor's project -specific health and
safety plan.
3.03 COOPERATION WITH OWNER AND PROSECUTION OF TBE WORK
A. Contractor shall work cooperatively with the Owner and its representatives,making all
reasonable efforts to provide labor, equipment, supplies, and related support to facilitate the
collection of data required by the Owner and its representatives to carry out environmental
monitoring'. quality assurance, and collection of other data required for construction
3
documentation and reporting.
END OF SECTION
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SECTION 01312 .
PROJECT MEETINGS
PART 1 GENERAL,
1.01 DESCRIPTION
A. This section s ecifies requirements for meetings between the Owner and Contractor.. Site
P
meetings shall be attended by Contractor. and its subcontractors as requested by the Owner.
PART 2 PRODUCTS
Not applicable to this section.
PART 3 EXECUTION
3.01 PRE -CONSTRUCTION MEETING
A. Following Notice to Proceed, a pre -construction conference will be arranged by the Owner. This
conference shall be attended by Contractor and its major subcontractors and will be held at
Landau Associates' Edmonds office followed by a conference at the site. The purpose of the
meeting will be to:
1 . Discuss implementation of the Contractor's work under this Contract.
2. Review remedial action areas, equipment and material storage locations, work area security,
traffic control, health and safety protocols, utility locations, and other site features.
3. Confirm the specific responsibility of each party, establish lines of authority and
communication, and discuss periodic progress meetings.
4. Identify relevant documents and review the scope of work and critical details of the project.
5. Establish methods for documenting and reporting construction monitoring and QA/QC data
and for distributing/storing documents and reports.
6. Review and make any appropriate modifications or addenda to the various plans, drawings,
specifications, and project documents, and discuss any other items that may require
clarification.
3.02 PROGRESS MEETINGS
A. Contractor's project manager and project superintendent shall attend weekly site coordination
and progress meetings that will include representatives of the Owner, and may include
representatives of the Harbor Square Complex, the City of Edmonds, certain regulatory agencies,
and Contractor's major subcontractors when requested by the Owner. Site meetings shall be held
for the purpose of coordination of project activities, and at a frequency based on the progress of
certain construction activities. Contractor shall provide a briefing on the status of the work and
on scheduled activities. The site progress meeting agenda will include:
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1. Review of work progress and schedule.
2. Identifying any potential construction problems or delays, and developing actions to resolve
problems and maintain schedules.
3. Discussion of technical issues of construction methods and QC.
4. Establishing the project schedule for the succeeding 5-day period.
5. Coordination of work with Contractor and representatives of the Harbor Square Complex.
6. Discussion of site safety conditions, practices, any necessary modifications, and
conforinance with Contractor's health and safety plan.
3.03 SPECIAL MEETINGS
A. Attend special meetings that may be held at the Owner's request to coordinate construction
activities or when a problem or deficiency is present or Iikely to occur. The purpose of these
meetings shall be to define and discuss a problem or recurring work deficiency, review
alternative solutions, and identify a plain to efficiently and effectively resolve the problem or
deficiency.
B. Notify the Owner prior to any� planned meeting(s) with the local governments that may be
necessary for obtaining permits or carrying out the Work. The Owner may elect to attend these
meetings with the Contractor at the discretion of the Owner.
C. No public presentations on the Work are permitted without prior approval of the Pwner.
3.04 HEALTH AND SAFETY MEETINGS
A. Conduct daily health and safety meetings for Contractor personnel as required by Contractor's
approved health and safety plan.
B. The Owner's onsite representatives may attend Contractor's health and safety meetings, as
needed, to be aware of work conditions, or health and safety concerns that could affect the
normal business activities of the Owner's employees or Harbor Square Complex tenants, or the
coordination or prosecution of work under other contracts.
END OF SECTION
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SECTION 01330
SUBMITTALS
PART 1 GENERAL
1.01 DESCRIPTION
A. This section describes requirements for Contractor's submittals.
1.02 SUBMITTAL REQUIREMENTS
A. ' Furnish for review''all'subm' itt'als-requif6d I bythd Contract Doc u eii
m his: *All submittalsshall be
signed'by'an authorized 'r`e-pie's!en;t'aitiVe'of'C ontra6ior., �C6ntra&o'r's'sig'nhture on submittals shall
cdfisiftu"'te. a' teOr"e�sentAti'o-'n^t'.'o"tfie4 �OWfid`thht C6h6ad6tor has eithei'det6nnined and verified all
qu"ainitiii6g, dim'"enision's,- t�ela.-6(in'gtr6�cti'on''�c'�r'it'e"r'ial; matkrials,6ataloig numbers, and similar data,
or that it assumes full responsibility for doing so, and that it has reviewed or coordinated each
submittal with the requirements of the Contract Documents.
Eich's'U'l3ftfiftfilifiall- 66'i'siide"d in"4 \c'o'ples ani.-addressed t6'tfie- Owner's kdpres6n't�tivd'at the
following address:
SS
Landau A odiAtes,'Inc.
1302 nd Avenue South
Edmonds, Washington 98020
.Attention: Martin Powers, Project Manager
C. Each submittal, or group of submittals, shall be accompanied by'a"'transm'it'tal letter ihat'describes
the items submitted. The transmittal letter shall be clearly labeled with the title of the project
th als tridgm'ift6d. . t9dh4ubm'Jitta1 shall be middividually,number'e'd4n a
and'ihall list subiniit:
marther approved by ihe'O"wii6r'�"-T�6�iniiiil-v�er's',l'o-'n'"of'the.subhiittdl'shall'be identified'as
"Revision" 0i"' and s�b's'e'4ue'n't,'s"tib'nii'tt'als�"s'*h�ll'b'e numbe'ied 60inseciftiveily -itarting ;�Oih
"Revision L"
1.03 SUBMITTAL REVIEW
A. After review of each of Contractor's submittals, the submittal will be returned to Contractor with
a form indicating one or more of the following:
I . No Exceptions Taken. Accepted subject to its compatibility with future submittals and
additional partial submittals for portions of the work not covered in this submittal. Does not
constitute approval or deletion of specified or required items not shown in the partial
submittal.
2. Make Corrections Noted (No Resubmittals Required). Same as Item 1, except that minor
corrections as noted shall be made by Contractor.
3. Amend and Resubmit. Rejected because of major inconsistencies or effors. Resolve or
correct before next submittal.
4. Rejected -Resubmit. Submitted material does not confonn to the Contract Documents in a
major respect (e.g., wrong material, size, capacity, model, etc.).
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B. Within 5 working days of the receipt of submittals, shop drawings, or manufacturer's data, the
Owner's Representative will return one copy of each drawing or data sheet marked to indicate
the result of the review.
C. Copies marked "No Exceptions Taken" or "Make Corrections Noted" authorize Contractor to
proceed with -construction covered by, those data sheets or shop drawings With corrections, if
any, incorporated.
D. A favorable review -shall not relieve Contractor of its responsibility to conform� to the Contract
Documents, correct details when in error, or ensure the proper fit of parts when installed. A
favorable review by the Owner of shop drawings, method of work, or information regarding
material and equipment Contractor proposes t6 fuiish shall not relieve Contractor of its
responsibility for errors therein and shall not be regarded as assumption of risk or liability by the
Owner or its officers, employees, or representatives. Contractor shall have no claim under the
Contract on account of failure or partial failure, or inefficiency or insufficiency of any plan or
method of work, or material and equipment so accepted. Favorable review means that the
Owner has no objection to Contractor using, upon its own full responsibility, the plan or method
of work proposed, or furnishing the material and equipment proposed.
E. It is considered reasonable that Contractor's submittals shall be complete and acceptable by at
least the second submission of each submittal. The Owner reserves the right to deduct monies
from payments due Contractor to cover additional costs for review beyond the second
submission.
1.04 SUPPLIER DATA
A. Include name, address, contact person, and telephone number of each supplier on each shop
drawing and material data submitted.
1.05 SHOP DRAWINGS AND DETAILS
A. Submit all required shop drawings and details to the Owner for review before the items are
manufactured or used in the work. The Owner's review of shop drawings shall be completed
and designated with either "no exceptions taken" or "make corrections noted" prior to
fabrication, construction, or delivery. Do not allow shop drawing copies to be used or distributed
for field use without the Owner's notation of the appropriate final markings/action taken.
B. Shop drawing submittal and coordination are the responsibility of Contractor; this responsibility
shall not be delegated to subcontractors or suppliers. Designation of work "by others," if shown
in shop drawings, shall mean that work will be performed by Contractor rather than by the
subcontractor or supplier who has prepared the shop drawings.
PART 2 PRODUCTS
Not applicable to this section.
PART 3 EXECUTION
3.01 PREPARATION OF SUBMITTALS
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A., Prepare all -submittals required by the Contract Documents. ;Whena submittal includes a catalog
cut of a specified supply, item of equipment, or material, at least one copy shall be an original
version published by the manufacturer of the product or item. When a submittal contains
multiple pages -of printed material or printed material and a sample; the submittal contents shall
be, stapled, clipp bound so thatall iteinswithin. the subm iftl are,easilytetained as, a single
�d;,or
package. If samples are bulky, irregular in shape, or of inordinate weight-(aswith soil samples),
the submittal shall be delivered as two packages, with the sample acc'ompanie d by a tag
identifyingithe sample,by'; submittal number, submittal title, specification reference, and contents.
END. OF SECTIO;N
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SECTION 01350
HEALTH AND SAFETY PROCEDURES
PART 1 GENERAL
1.01 DESCRIPTION
A. This Contract requires excavating, handling, loading, and transport of contaminated materials on
portions of the site. Based on past site activities and field investigations, the presence of variable
concentrations of petroleum hydrocarbons contamination (gasoline-, diesel-, and oil- and grease -
range), has been confirmed in soil at the site. Therefore, Contractor shall comply with, at a
minimum, the provisions of 29 CFR 1926, the provisions of the Owner's site health and safety
plan included as Exhibit C, and Contractor's site -specific health and safety plan prepared for the
work under this Contract. 'Additionally, Contractor shall exercise due caution when excavating
and handling impacted soil and construction water to minimize the potential health hazard to
persons on the site, adjacent properties, and the general public.
B. Contractor shall at all times conduct its activities with appropriate precautions to avoid the risk
of bodily harm to persons or the risk of damage to any property or the environment. Contractor
shall continuously inspect all work, materials, and equipment and shall be solely responsible for
discovery� determination, and correction of any conditions �that may involve such risks.
C. Supply all equipment, materials, and personnel necessary to meet the requirements of this
section and all applicable codes and regulations for safe handling and disposal of site wastes.
D. The Owner and its representatives will be responsible for health and safety protection of their
own personnel and will, at a minimum, perform other work not in this Contract in accordance
with the health and safety plan presented in Exhibit C. Contractor shall allow use of its
decontamination facilities by the Owner and its representatives, federal or state agencies, and
authorized visitors.
1.02 REGULATORY REQUIREMENTS AND APPLICABLE PUBLICATIONS
A. Regulatory requirements applicable to the Work include, but are not limited to, the following:
1. 29 CFR 1910.120, Hazardous Waste Operations and Emergency Response
2. 29 CFk 1926, Safety and Health Regulations for Construction
3. 49.17 RCW, Washington Industrial Safety and Health Act
4. WAC 296-800, General Safety and Health Standards
5. WAC 296-155, Safety Standardsfor Construction
6. WAC 296-62, Part P, Hazardous Waste Operations and Emergency Response
7. American Conference of Governmental Industrial Hyg ienists (ACGIH), Threshold Limit
Values and Biological Exposure Indicesfor 1991-1992, or most recent version.
8. NIOSH/OSHAIUSCG/EPA, Occupational Safety and Health Guidance Manualfor
Hazardous Waste Site Activities, DHHS Publication No. 85-115, October 1985
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1.03 SUBMITTALS
A. Prepare and submit to the Owner; within 3 days of the issuance of the Notice to Proceed, a site -
specific health and safety plan meeting applicable regulatory requirements. Obtain the Owner's
concurrence with the plan before proceeding with onsite work.
B. Submit the name and qualifications of Contractor's health and safety officer for the work. This
person shall not be replaced without prior written approval by the Owner.
C. Submit Proof of 40-hour. and,current 8-hour annual refresher OSHA 1910.120 training for
general -site workers;�and of 40-hour an current 877hour,annual refresher OSHA 1,910.120
d
tra ' ining for site, ' supervisors, who are authorized by; Contractor to engage in work associated with
hazardous materials and potentiallyhazardous materials. For onsite supervisory personnel, in
addition to the previously,descr.ibed trainingcertifications, submit current certification of OSHA
19 10; 120 onsite ma.nagementor su e isor training and American Red Cross first aid and
-P. 7
cardiopulmonary resuscitation, (CPR) training. ) Site worker training shall comply with WAC
2967,021- Part P,.-i,Upop rp.quest,by,the Owner� submit,documentation of respiratory. fit testing for
personnel who are authorized by Contractor to. engage,in work associated with hazardous
materials and potentially hazardous materials.
1.04 QUALIFICATIONS;
A. Contract.or's.employees who engage in,hazardous materials work shall at a minimum meet
training requirements as specified in the regulatory requirements listed in this section.
1.05 SCOPE OF. HAZAR.DOUS MATERIALS, WORK.
A. Hazardous mate-rials,work is limited to activities -involving personnel or equipment in contact
with contaminated -soil and water associated,therewithi -including excavation, iliandling, and
disposal of these,materials. Contractor. shall be responsible for monitoring hazardous materials
and conditions and determining whenwork ipvpjves, hazardous materials and when conditions
are present that require conformance with specified regulatory requirements. Contractor shall be
responsible for the planning and scheduling of hazardous material work with all other work
under the Contract and shall conduct all, hazardous material work in accordance with
Contractor's site -specific health and safety plan.
� , , � , , I - , . . i I '
1.06 PERSONAL DE60NTAMINA'T'16N FACILIT'Y
A. Provide a personal decontamination facility t hat meets the requirements specified in the site -
specific health and safety plan and Section 0 15.64.
B. On completion of the work, and with -the Owner's approval, decontaminate and demobilize
decontamination facilities. I
1.07 EQUIPMENT DECONTAMINATION
A. Conform to the provisions of SeictidnW564.
PART2PRODUCTS
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2.01 HEALTH AND SAFETY PLAN
A. Prepare and maintain for the duration of this Contract a site -specific health and safety plan to
promote the health and protection.of all onsite personnel- and the environment.
B. Assess the potential risks to onsite personnel. and the environment and developa site-spPcific
health and safetv Wan to safely execute the work under this Contract. Submit the health and
safety plan to the Owner for review and 'en I con
g, era currence. The Owner 4 's review and
c ith Co
concurren e w ntractor's health and'safety plan will not in any way relieve � Contractor of its
resp6nsibility for health and safety, nor shall the Owner's concurrence be constived as limiting
in any manner Contractor's obligation to undertake actions that may b6fie'ce's'sary' or required to
establish and maintain safe working, conditions at the site, including conditions not related to
hazardous materials, nor shall the � Owner's concurrence be'construed," establishing Owner or
Owner's representatives in a position of responsibility for implementation or administration of
Contractor's health and safety plan.
C. Contractor and it& subcontractors shall comply. with the site�specific health and safety plan for
the duration ofthis Contract. � Coordinate with the Owner,and with all of the Contractor's
subcontractors on health and safety matters.� , Furnish all necessary, first -aid, safety, personal
protective and decontamination equipment and facilities,and enforce the use of such equipment
and facilities by Contractor's employees and its subcontractors.
D. The Owner's health and safety plan is contained in Exhibit C and is provided for reference
purposes only; Contractor's health and safety plan shall, at a minimum, be 8, protective as the
relevant sections of that plan. Contractor is responsible for independently evaluating the
physical and chemical hazards associated with the project site and the work under this Contract
and developing a plan that adequately addresses these hazards in compliance with applicable
local, state, and federal regulations. As a minimum, Contractor's health and safety plan w shall
include:
1. A description of the site activities to be performed.
2. A listing of hazardous substances known to be or suspected of being present at the site.
3. A description of the site chemical hazards (e.g., toxicity, flammability, stability, reactivity,
etc.), including the nature;of each chemical; its physical properties; OSHA, WISHA, or
ACGIH. standards, where established; and physical hazards (e.g., noise, heavy.equipment,
heat stress, etc.). . T I �
4. A map of the site showing the proposed work activity locations, evacuation routes, and
.assembly areas.
5. Gdneral healthand safety directives regarding onsite conduct, including Ievels of protection
and contingency plains.
6. Site-specific'h6alth and safety directives for potentially hazardous activities. These
directiVes'shall sP666 the -eq'uipmefit and safety procedures to be used by person . nel
engaged in the work activities.
7. , Establishment of the work area definitions associated with potential contact with hazardous
materials. Planned changes in boundaries during the work shall be identified.
8. Requirements for personal protective equipment, including respiratory, eye, and skin
protection. The plan shall include a listing of the health.and safety equipment that will be
-available onsite iand required for site activities during the work under this Contract.
9. Personal decontamination facilities and procedures. .'
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10. Equipment decontamination facilities and procedure&
11. Emergency procedures in case of hazardous material spillage or exposure to personnel,
personal, iiijury, fife; explosion, etc. This -section of the plan shall include emergency
telephone humbers and �spec; ific procedures f6r, immediate removal to a hospital or doctor's
care of any person who may be injured on the job site.
121. Fie'ldmo'n-itbing eq'uipmefit and Pi6c6dures.* 'Ais gbdii0ii of the . I soecify when and
pans a
how mon�it4oringWi'lll,bepe-i�6'rm�d, 'w'ha"td'ata*report.itfgprodedures wilfbeused, and how the
da'tawill b6�u'sdd6tis'iteio�'d'ei'e"n'n"m"e aip��p`f4rike�6-rs6fi
a rotbdive'equipiment.
13. Names and fesp6"nsibilitles,of p�Tsdnnel assign d
pd to implement, a minister, and siipervise
the heaith a nd sifef
,yp
1.4, Names, firms, and s affpositions. of personnelauthorized to work at the site, i cluding
personnel,handlipg:pyichem,ical sam ling equipment andpersonnel performing any offsite
M.
material disposal.
15. An employee signature page on which each of Contractor's employees whoseactivities
involve contact with contaminated soil and waters associated therewith, and each employee
'of each subc'ontra-c'tor whose activities involv6whtact with contaminated soil and waters
associated there' with, Will-;acktiowledge'r'eceipt,o'f the plan,� an understanding of-theplan, and
an agreement'to comply with' p1dii provision&.
16.' Reco:rdke6pihg requirements and'all ne'c'e'ss,ary,;reportin`j to c6v'6k the impl6meritation of the
plan.
E.,, As, conditions change or if new, operations are t erform d, Contractor's health and safety
be p P
plan shall be modified oramend6d. as appropriate.
PART. 3. EXECUTION
3.01 BEALTH AND SAFETY
A. .,,Site, activities involving baza.r,dou.s materials shall -be conducted in accordance with Contractor's
site'-soecifk . health and si'fety plan. Z
B. Designate "a' q�ualifi6d r6pridgeifitatiVe:hs health and -safefy bffic"6i whose i6sponsibility will be
health and- safet� bv6isight.' Th� design-ated'health &id. `�a&ty officer shall.'be oinsite at all times
when contact with hazardous materials is anticipated.
C. Contractor shall be responsible for providing safety training and shall require its subcontractors
.).and all -Contractor's authorized vi§itorsto have this trainin Jf,appropriate for the work to be
g
conducted b� these personnel. Documentation of this training shall be available at the site.
Provide appropriate personal e equipment for Contractor's . employees,.as specified in
an, an this e -'u f
thehealth and safet'y''pl =subcontractors to pr6�i ipment or
q
su contractor's emp oyees.
D. - Provide f(irdebohtaminatiohof Con&Adior's Afid's'ubconita'to 4 s personn'l A" equipment that
c r' e nd
contacts hazardous 6rootentiAlly hizard6us rfiaierialg."
E. Provide for the proper disposal, of-dispbsable sifety'gdar and equipment used by Contractor's and
subcontractor's employees. , Such di siposal shall conform to all applicable fede'ral, state, and local
0
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waste disposal regulations. Waste material from Contractor's onsite decontamination facilities
shall be properly containerized, labeled, and disposed by the Contractor.
F. Maintain accurate accident and injury reports and furnish the Owner a copy of the reports within
24 hours of the reported incident.
G. Provide proper illumination of construction activities, as necessary, to allow all workers and
oversight personnel to safely execute their responsibilities and tasks.
H. Promptly comply with any specific instructions or directions given to Contractor by the Owner
or the Owner's representatives unless overriding health and safety concerns dictate another
course of action.
Health and safety plans, emergency procedures, and first aid procedures shall be conspicuously
posted at the site and Contractor shall hold regularly scheduled meetings, as necessary, to
instruct its personnel and its subcontractors on health and safety practices and use of personal
protective equipment.
3.02 MATERIAL HANDLING AND DISPOSAL
A. Handle and dispose of contaminated soil, water, and other materials during prosecution of the
work consistent with these Specifications and directives issued by the Owner, and in
conformance with all applicable federal, state, and local waste disposal regulations.
B. Contaminated materials shall be contained Within designated areas and shall not, at any time, be
placed directly on or otherwise allowed to contaminate the surface of designated uncontaminated
areas, exceptas approved in writing by the Owner or the Owner's Representative.
C. Transport contaminated soil, water, and other materials from the point of removal to the point of
temporary'storage or loading in such a- manner that contaminated material is not placed on and
does not spill �or fall on designated uncontaminated areasi. Contractor shall install and maintain
chemically resistant finer and containment berm materials and clearly stake and mark temporary
storage locations for contaminated materials at all times.
D. Assist the,Owner or the Owner's Representative whenever they elect to acquire confirmational.
samples. Assist the Owner's Representative to the maximum extent practicable and facilitate the
complete removal of contaminated materials within the limits specified by the Owner's
Representative, subject to contractual provisions related to changes in the scope of work.
END OF SECnON
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SECTION 0 13 5 5
ENVIRONMENTAL PROTECTION
PART 1 GENERAL
1.01 GENERAL
A. Perforni, the work in a manner to. minimize the polluting of air,- water; or land, and control noise
and the -disposal, of solid wastem.ater
ials, as well as any other. pollutants,
1.02 PRECONSTRUCTION SURVEY
A. , Prior to start of Any ons-ite construction activities; Contractor and the Owner's Representative
shall make a joint condition survey. (including, photographs), -after which Contractor shall prepare
a brief report indicating on a layout plan the condition of work areas, assigned storage areas,
access routes, and other pertinent site features. This report will be signed by both the Owner's
Representative and Contractor upon mutual agreement of its accuracy and completeness.
1.03 PROTECTION OF LANDAREAS .
A. Except. for work ' and storage areas and access routes. specifically Assigned for the use of
Contractor, land areas outside the limits of permanent work performed under this Contract shall
be preserved.in their present condition. Contractoushall confine its construction. activities to
onsite areas defined on the Drawings or specifically assigned by.the Owner for its use.
1.04 PROTECTION OF WATER RESOURCES
A. Control the disposal of fuels, Pils,bitumens,,P-alcium c,hloride,.acids or other harmful materials,
both on and off the site and comply with.applicable Tedera , . stat , county, and municipal laws
. . . . 1 _e
concerning,ppilption of rivers, streams, and other,surface waters while performin the.work
.9
under this Contract. Special measures shall,be taken to prevent chemicals and other hazardous
or deleterious substances, including but not limited to fuels, oil, greases, bituminous materials,
herbicides, and insecticides,from entering public waters. Construction water and other waste
W , ,
waters shall not be allowed to enter natpra. surface wate-r-bodies without adequate treatment.
1.05 WASTE DISPOSAL,
A. As part of Contractor's construction plan, submit a description of Contractor's scheme for
disposing of waste materials resulting from the work under this Contract. If any waste material
is spilled or dumped in unauthorized areas, completely remove the material to the Owner's
satisfaction and restore the area to the condition of the adjacent undisturbed areas. Where
directed, ground contaminated by such activities shall be excavated, disposed of as approved by
the Owner, and replaced with suitable fill material, all at the expense of Contractor.
1.06 BURNING
A. No burning will be pertnitted.
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1.07 AIR EMISSIONS CONTROL
A. Maintain all excavations, fill areas, stockpilesi material and equipment storage areas, waste
areas, borrow areas, and all other work areas free from excess dust to such reasonable degree as
to avoid causing a hazard or nuisance to others. Air emissions control shall be performed as the
work proceeds and whenever a dust nuisance or hazard occurs, in accordance with Section
01565.
1.08 DRAINAGE AND EROSION CONTROL
A. Surface water control, management, and disposal within all work areas shall be the -responsibility
of Contractor. Surface water disposal shall comply,with all applicable federal, state, county, and
.local laws, statutes, ordinances, and regulations. Surface drainage from work areas shall be
contained and surfaces shall be graded as appropriate to control erosion. Temporary control
measures shall be provided and maintained until permanent drainage measures are completed.
Temporary erosion control measures shall be installed to control the movement of erodible soil
by surface water drainage. Drainage and erosion control measures shall be carried out in
accordance with Section 01566. .
1.09 CORRECTIVE ACTION
A. Upon receipt of a notice in writing of any noncompliance with the foregoing provisions, take
immediate corrective action. If Contractor fails or refuses to comply promptly, the Owner may
issue an order stopping all or part of the Work until satisfactory corrective action has been taken.
No part of the time lost due to a stop work order shall be made the subject of a claim for
extension of time or for excess costs of damages by Contractor unless it was later determined
that the Contractor was in compliance.
1.10 POST -CONSTRUCTION CLEANUP OR OBLITERATION
A. Unless otherwise instructed in writing by the Owner, obliterate all signs of tempoiary
construction facilities such work areas, temporary stockpiles of excess or waste materials, and
other vestiges of construction prior to final acceptance of the work. Except for areas restored as
shown on the Drawings, the disturbed areas shall be graded, filled as necessary to restore
original grades, and paved or seeded as designated by the Owner.
PART2PRODUCTS
2.01 MATERIALS
A. Selection of the types, capacities, and materials of products and equipment needed to execute the.
work and to provide the required environmental protection is the responsibility of Contractor.
Materials, tools, and equipment shall be suitable for the intended purpose and shall conform to
the requirements of the Specifications and applicable codes and standards for safety.
B. Decontaminate equipment and materials prior to transporting the equipment or materials to the
site, as appropriate, and decontaminate and/or clean equipment and materials prior to removing
them from the site in conformance with Section 01564.
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C. Select suitable environmental protection products and equipment to facilitate the work,
including, but not limited to, absorbent pads and booms, silt fencing, hay -bales, ecology blocks,
pressure washersi -pumps and. hoses, filter media, tanks, shield systems, small tools, plastic
(polyethylene) sheeting, and -all other required facilities and equipment.
PART 3 EXECUTION
3.01 CONDUCT OF THE WORK
A. Conduct the,work- in a manner -that protdcts. the environment as specified in this section, and
elsewhere in the �ContrattDocuments. Failure to protect the�enviromnent may result in the
Owner. issuing -a stop work,order, theAuration of which shall extend until conditions that
threaten the environment are corrected to the satisfaction of the Owner. Costs incurred as a
result of such a stop work. order shall be -at the. sole expense of Contractor.
END OF SECTION
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SECTION 01430
QUALITY CONTROL
PART 1 GENERAL
1.01 WORK INCLUDED
A. This Section specifies general requirements for Contractor's quality control (QC) activities,
including monitoring, tests, inspections, and documentation, required for the work performed
under this Contract.
1.02 CONTRACTOR!S QUALITY CONTROL PROGRAM
A. Provide a qualified testing laboratory, engineer, or engineering firm subject to approval by the
Owner to perform the QC work involving materials and testing. Unless otherw ise approved by
the Owner, the QC program for soil and paving materials testing shall be performed under the
direction of a professional geotechnical engineer with registration in the State of Washington.
B. Contractor shall proactively perform its duty to identify and report any QC problems; reject any
nonconforming materials; initiate any necessary corrective actions;, identify and implement
solutions for any nonconforming activities; control quality -related aspects of Contractor's
material, delivery, storage, handling, and installation activities; control quality -related aspects of
Contractor's earthwork, dewatering and water treatment, and stormwater management activities;
and stop work when necessary until appropriate corrective actions are identified and
implemented.
1.03 OWNER'S QUALITY ASSURANCE PROGRAM
A. The Owner's Quality Assurance (QA) representatives will observe Contractor's construction
operations and materials testing and measurement activities, and will review Contractor's QC
data, as it becomes available, for consistency, accuracy, and conformance with the specified
requirements. The QA representatives will intermittently make independent evaluations,
observations, tests, and measurements to verify the precision of Contractor's QC data. These
tests shall not in any way relieve Contractor of its responsibility to provide all required QC
testing and documentation activities.
1.04 SUBMITTALS AND APPROVALS
A. Submit certified copies of all inspection or test reports or other documentation required by the
Contract Documents. Submittal of these reports and documentation to the Owner shall be
substantially concurrent with the receipt of same by Contractor, and shall be no later than three
calendar days after receipt by Contractor. No work shall proceed until submittals affecting the
work have received a favorable review by the Owner or its representatives.
PART 2 PRODUCTS
Not applicable to this Section.
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PART 3 EXECUTION
3.01 CONTRACTOR'S QUALITY CONTROL TESTS AND INSPECTIONS
A. Perform examinations, tests, inspections, and quality surveillance of the work, including but not
limited to those summarized in these Specifications, that will ensure that the work- is being
completed in accordance with the requirements of the Contract Documents and all applicable
codes and regulations.
B. Contractor shall have sole responsibility for determining when it is necessary to perform tests
that are required to ensure that the work is being completed in accordance with the Contract
Documents. Provide the Owner and its representatives, as well as appropriate code authorities,
reasonable advance notice of all inspections and tests performed by Contractor.
3.02 CONTRACTOW S OBLIGATION TO COMPLY WITH CONTRACT DOCUMENTS
A. No acceptance-� of wofk shall.be. construed.to result from: inspections, tests, or delays or. failures
to inspect or test by the Owner or its representatives. No inspection, test, delay or failure to
inspect or test -or failure,�Ito,discover any defect or,noncompliance,of the work by -the Owner.or
its representatives shall relieve Contractor of its, obligations under the Contract Documents or
otherwise by. law,- notwithstanding the Owner's, orits representatives' knowledge of.the defect or
rioncompliance or of the substantiality.ior ease,of its discovery of a defect ornoncompliance.
3.03 FURNISBING OF SAMPLES
A. Furnish samples to the Owner or the Owner's Representative as requested or specified, and
provide reasonable assistance and cooperation as may- bemecessary for them to conduct
inspections or testing of materials or the work, including stoppage of construction activity during
the inspection or testing period.
B. Coordinate QC activities with other contr
actors or. utility, services to facilitate the efficient
completion of the,:work. by.,all concerned� parties.
3.04 TEST REPORTS.
A. Unless otherwise specified in the Contract Documents, submit to the Owner's Representative
one reproducible and three copies of the certified results of all tests and inspections. * ,
�B. Copies of all:material tests -performed to verify(physical or mechanical properties shall be
provided to the Owner, retained on file by Contractor, and, if requested by the Owner, submitted
as;part of project closeout- activities.
3.05 CORRECTION OF DEFECTS
A. Defects revealed as a result of observations, inspections, or tests shall be rectified by Contractor
to the satisfaction of, and at no additional cost to, the Owner.
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3.06 INSPECTION OF WORK AND MATERIALS
A. The Owner or its representatives will inspect, the work and materials for conformity with the
Contract Documents. To ensure personnel safety and access during these inspections, provide
any equipment needed for such inspections.
B. Any inspections, tests, measurements, or other quality -related actions by the Owner are intended
to serve the purpose of assuring that the work, materials, and quantities comply with the
requirements of the Contract Documents.- Such activities conducted by the Owner shall not
relieve Contractor from doing any Contract -assigned work or from determining whether
Contract requirements are being met. Contractor shall correct any substandard work or
materials. The Owner reserves the right to reject unsuitable work or materials even though
inspected or paid for in a progress payment.
C. If the Owner requests, Contractor shall remove or uncover any area of the completed work.
After the Owner inspects the work, Contractor shall restore the area to the standard specified in
the Contract Documents. Contractor �shall bear the cost of uncovering, removing, and restoring
the exposed work if. (a) the work proves unacceptable; or (b) the work was placed without
authority or without due notice to the Owner. The Owner will pay these costs by agreed price if
the work proves to be acceptable and Contractor had performed the original work with the
authority of and due notice to the Owner.
D. Contractor, if advised to do so by the Owner, shall permit'representatives from other agencies or
utilities to inspect the work.
3.07 SURVEYING
A. Surveys of the work will be performed by the Owner or its representatives, with the results
provided to Contractor. Contractor may make its own survey of the work, and shall submit such
data to the Owner.
END OF SECTION
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01430-3
SECTION 0 1510
TEMPORARY CONSTRUCTION FACIL ITIES
PART 1 GENERAL
1.01 ..!DESCRIPTION
A. This section specifies requirements for certain temporary facilities to be provided and maintained
by Contractor. Notemporary facilities --or utilities -will be provided by the Owner.
B . Temporary- facilities,include..Water, sanitary, and,electrical utilitiesi parking areas,material and
equipment storage areas, and other temporary site improvements dete irnined by Contractor as
necessary for execution of the work.
C. , Available areas -forlempor6ry -facilities! within and around the site,are limited due to the current
tenant arrangements at the Harbor Square-Corriplex. Final arrangements and layouts f6r
Aemporary, facilities shall, be, proposed by Contractor,and approvedbythe Owner.
PART 2 PRODUCTS
2.0l.. TEMPORARY CONSTRUCTION -FACILITIES
A. Provide and maintain temporary berms and lining/cover materials as required to prevent
movement of waste materials, spills, etc. resulting from the work under this Contract.
B. Maintain construction, staging, -and storage areas in a neat,,.orderly condition.
C. Provide barricades, temporary fencing, handrails, warning lights, and other devices required by
law or regulation, or as necessary to protect people on 'or near the site. .
2.02 MATERIAL STORAGE I I
A. Construct temporary material and equipment storage areas, as required, to secure and protect
same against damage, loss, theft, and vandalism.
B. Provide shelters, as required, for material storage to protect goods and supplies against the
elements, theft, vandalism, or other damage.
2.03 ELECTRICAL
A. Provide temporary electric supply as needed for completion of the work.
2.04 DRINKING WATER
A. Provide drinking water for all personnel connected with the work. Water shall be transported in
sanitary containers to provide clean and fresh water.
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B. Provide drinking water for consumption in the exclusion zone(s). Contractor shall devise a
method for water consumption that does not pose a health and safety risk for site workers.
2.05 TEMPORARY TOILETS
A. Provide adequate chemical toilet facilities for all individuals connected with the work, in
numbers as required by federal and state safety and occupational standards.
B. Provide regular service of each chemical toilet facility to maintain sanitary conditions. Remove
units at the completion of the site work.
2.06 WATER FOR CONSTRUCTION PURPOSES, DECONTAMINATION, DUST CONTROL,
AND FIRE PROTECTION
A. Provide clean, potable water and necessary storage, as required, for the work, including storage
requirements for dust emissions control in accordance with Section 01565. Water may be
transported to the site by tanker truck or by connections to a nearby fire hydrant or other water
source, whichever is more feasible and cost-effective.- as approved by the Owner and the City of
Edmonds.
B. Make connections and provide piping, hoses, nozzles, and other accessories required to supply
water to the site and support zones for accomplishing the work and providing necessary fire
protection, and provide and maintain the necessary equipment to meet the requirements of
Sections 01564 and 01565.
PART 3 EXECUTION
3.01 GENERAL
A. Install and maintain all necessary temporary facilities for the duration of the project, consistent
with applicable codes and regulations and the requirements of these Specifications.
3.02 REMOVAL
A. Temporary facilities subject to contamination in the exclusion and contamination reduction
zones shall be decontaminated in accordance with Section 0 15 64 before being removed fronithe
site.
B. Upon removal of temporary facilities from the site, restore areas occupied by those facilities to a
condition similar to those that existed prior to the Contract or as acceptable to the Owner.
C. Remove all rubbish, debris, and other accumulations that may result from work under this
Contract. Dispose of nonhazardous and nondangerous wastes, rubbish, debris, and construction
waste materials, at approved offsiter locations weekly.
END OF SECTION
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SECTION 01550
SITE ACCESS AND TRAFFIC CONTROL
PART 1 GENERAL
1.01 WORK INCLUDED
A. This section specifies requirements for control of onsite and offsite vehicle and equipment
traffic, equipment staging, and site security.
1.02 GENERAL REQUIREMENTS
A. Use,of existing. access -roads:shall be carried out in a manner that prevents movement of
contaminated materials butsidethe designated -work areas; minimizes dust emissions; and is
consistent with the. Contractor's, health and safety plan and, equipment decontamination
procedures. Mainta * in �site access roads and control traffic as'required to complete the work in an
orderly and safe manner. Designated truck traffic routes within the Harbor Square Complex are
indicated on the Drawings.
B. Coordinate the work in -a mannerthat minimizes the number of vehicle trips through the site or
adjacent to.areas occupied by the4jarbor Square Complextenants, and emphasize the need for
safe vehicular use at all times by Contractor's employees, subcontractors, suppliers,
materialmen, and vendors. Contractor's and subcontractor's traffic within the Harbor Square
Complex shall not interfere with the reasonable use of public streets by the general public.
C. Manage and implement the work in a manner that reduces the adverse impacts of equipment
traffic, including noise and dust. Vehicle speed limits on all public streets and'priVate'"roadways
shall be strictly observed at all times. Vehicle speeds in the project vicinity shall be controlled to
minimize thegeheratioif of fiig�itiv_e dust and t6,pi6mote th6 safety of workers and others present
in the arei.'� Vehicles'shillbe ot'perAted to' miftihiiie ih6 duiratiofilhat'a vehicle must be operated
in reverse.
D. . Equipment accessing exclusion zones shall be properly decontaminated before exiting the
exclusion zones, andwisteg orimiterials gpill6dbr reileased'fibm vehicles or equipment shall be
cleaned bp'iffimedidtd1y'.'
E. Existing pavements shall be protected from damage due to vehicular traffic, shall be maintained
inas.ife mianner' �fill times' 'or, w�hdn approved by the Owner's Represent itive, temporarily
'closed and siiitably marked during the'peri6d '16f dlosuire, and 'shall be kept I free of standing
liquids and accumulated dust, soil, or other deleterious materials that may cause injury to
pers6nfiel �6r -cauw enviionme'fitil harm''.
F. The Owner and the Harbor Square Complex do not 'maintain security1drdes on the site.'
Therefore, take full responsibility for the safety and security of Contractor's materials and
equipment delivered to the site. Provide personnel and facilities that are reasonably required to
adequately protect Contractor's offices, mAteiriaiilsi, 'and equipment from theft and vandalism and
prevent unauthorized access to the work areas.
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G. Provide security, as required by the health and safety plan, for control of personnel and
equipment traffic between contaminated and uncontaminated work areas.
1.03 AVAILABLE SPACES AND RESTRICTIONS ON ACCESS
A. A limited number of existing parking areas in the Harbor Square Complex are available for use
by Contractor personnel. Available parking and staging areas for construction equipment and
material transfer/storage are located within or near the work areas.
B. The primary roadways within the Harbor Square Complex are the only regular access route by
which the tenants, their employees, and their customers, as well as police, fire, and other
emergency vehicular traffic, can access certain businesses within the Complex. Coordinate the
work t , 0 provide reasonable access for these people to the businesses within the Harbor Square
Complex. Contractor shall coordinate with the Owner's Representative and the Harbor Square
Complex any required full or partial roadway closings in order to provide reasonable notice to
these public services.
C. Contractor will be granted access to and use of selected facilities within the Harbor Square
Complex, as required to complete the work, subject to the following limitations and restrictions:
Contractor shall schedule and sequence the work in a manner that minimizes the adverse
effect and duration of construction activities on the tenants, their employees, and their
customers.
2. Contractor shall provide all necessary controls, including fencing,gates, and appropriate
signage to prevent access to, and to ensure the safety of, public individuals and tenants and
their employees and dustorners in the vicinity of the work area. This includes Contractor's
requir6m'ent to' f6iic;'e the work areas, and to maintain and �adjust fencing and gates as required
as areas are closed to and re-ooefied for tefiant's. use'.
3. Contractor shall prevent any contaminated soil,,wa.ter, or other contaminants from spilling
onto the ground beyond the exclusion zone or entering waters within the adjacent marsh
area. Equipment and personnel leaving the exclusion zone shall,be decontaminated if
involved W-ith hi�mdling of contaminated materials..
PART2PRODUCTS
2.01 MATERIALS AND EQWMENT
A. Provide necessary labor, materials, and equipment to adequately designate areas and to control
onsite and offsite vehicle and equipment movement and parking.
B. Provide and maintain in acceptable condition and effectiveness all necessary barricades, signs,
warning lights, flaggers and spotters, and other devices needed or required by law or regulation
or the site -specific health and safety plan.
C. Site security will be acceptable if theft and vandalism is prevented, ingress and egress to the site
and to of(site staging and storage areas is controlled during work hours and prevented at other
times, and access to contaminated areas is controlled in accordance with the site -specific health
and safety plan.
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PART 3 EXECUTION
3.01 TRAFFIC CONTROL
A. Implement,traffic.control requirements specified in the Contract Documents and. as otherwise
directed by the Owner.
B. Exercise strict control of vehicle and equipment movement from exclusion to support zones,
including mandatory decontamination.
C. Coordinate the arrival and, departure of -vehicles transporting supplies, -materialsi and,
subcontractors throughout the work day to minimize the potential for accidents., damage to
equipmenti:vehicles, and real -or -personal property, and, injury to personnel at or near, the site.
3.02 ACCESS ROADS
A. .,Maintain all site and,offsite. access roads in a clean condition as required or as specifically
-Airected. -the'duration of the work, under. this Contract., Provide street cleaning
by the Owner for
and provide air emission control during periods of hauling of materials to and from the site.
B. Control vehicu ' lar traffic and. stage mork areas� in amarmer that minimizes adverse rimpacts to the
Owner and to Harbor Square Complex tenants, their businesses, and their customers; parking
are,4§; righ�s-ofway; roadways;, and, access
points-.
C.. Wfien necessary because,ofconstruction activity..adj_�cent,to existing str
� � . o 111'. i I " �� . ., . - ., e�ts, e ect barricades or
temporarily assign laborers to flag traffic thr ugh.an affe '. T , : 1.
_9ted area, to provide.protection to
individuals and vehiciesusing the pqblic.rights-pf-way.
3.03 PROTECTION OF SITE'FACILITIEE i S
I -
A. Coh6c'tor:sfia&cori&6l '6oris"tru'c'ti6i ex'is'tmi"g site fhcifiiies air�'e protected from
damage. Repair any damage caus6d*'C'oifiii��torssi` a'�ivitie's aiiioa'dditi bj�al cl6st'to the
Owner.
3.04 JOB SITE SECURITY . I . I
A. Restrict work area access points to locations identified,by Co'hira&tbi and approved by the
Owner. Post signs directing persons to *approved site access locations.
B. Install temporary fencing as , neddddlo accomplish the work..- Temporary fencing�shall be
installed, relocated as required for closing and reopening of specific work areas, and maintained
in satisfactbrytconditioifi in adcoidarice with �Midustiy-id'60gnized methods using materials
appioved'bythe Owner. Lo'ck'all actiYss gates during nonworking hour . s.
3.05, WORK ZONES
A., ' Pr 6vide stakes- and -flagging boundiriesf6f "the various site work zones [exclusion zone,
coriftiminitiotildiludtion z6he(s), and support zone) iii'accotdance with Contrabtbr's site -;specific
health and safety plan. Prevent people or equipment from exiting the exclusion z6ne'without
proper decontamination at a contamination reduction zone.
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B. All Contractor personnel 'and visitors to the site shall be briefed on site work zone boundaries,
relevant site security procedures, and required levels of health and safety protection for the work
zones.
3.06 DISPOSAL
A. Unless otherwise approved by the Owner, provide for offsite disposal of existing fencing and
other materials removed to accommodate construction.
END OF SECTION
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SECTION 0 15 62
UTILITY PROTECTION
PART1GENERAL
1.01 WORKINCLUDED
A. This section specifies general requirements for protection of existing utilities at and near the site.
Evaluate requirements for protection of utilities as necessary to accomplish the work and
provide, install, and maintain the required protection of utilities as part of the work.
B. Utility lines present at and near the site include surface and subsurface utilities. To the best
knowledge of the Owner, the active utilities in the areas of the work have been identified on the
Drawings. However, the Owner neither guarantees the exact location of the utilities identified
on the Drawings nor guarantees that all utilities that may be affected by the work under this
Contract have been identified. Contractor shall be responsible for the identification and location
of all utilities that require protection during the work.
1.02 SUBMITTALS
A. As part of Contractor's construction plan submittal, provide plans and methods for protection
and physical supporting various lengths of active utilities encountered within or near the soil
excavation areas.
PART 2 PRODUCTS
2.01 MATERIAL AND EQUIPMENT
A. Provide all necessary equipment and materials required by law or regulation, or as necessary to
safely maintain protection of utilities and to protect site personnel.
PART 3 EXECUTION
3.01 GENERAL
A. Install and maintain necessary protection of utilities for the duration of the project in accordance
with applicable codes and regulations, these Specifications, and the requirements of the
applicable utility purveyor and the Owner.
3.02 COORDINATION AND SUPERVISION
A. Provide notification to the applicable utility purveyor and the Owner a minimum of 72 hours
prior to excavation, backfilling, or other work that is in the area of, and could potentially
damage, any active utility.
B. The utility purveyor and the Owner shall be allowed to have representatives present to supervise
the work during times of potential impact to the utility. If these representatives identify work
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methods or conditions that potentially threaten the integrity of the utilities, then upon request,
Contractor shall halt the work. Work may resume only upon approval from that representative.
C. Supervision by a representative of the utility purveyor or the Owner or in no way absolves
Contractor of the requirements of these Specifications or any other portion of the Contract
Documents.
D. Construction activities shall be conducted in a safe manner, in conformance with all applicable
federal, state, and local safety requirements as well as the requirements of the utility purveyor
and the Owner.
E. Promptly notify the Owner and applicable utility purveyor in the event an unknown utility line is
encountered or a line is encountered that conflicts with completion of the work. Do not
abandon, remove, relocate, or replace any utility line without prior approval from the Owner and
applicable utility purveyor.
3.03 PROTECTION OF UTILITIES
A. Protect. existing utility lines, poles-, wires, cables, -transformers, risers, junction and meter boxes,
vaults, and other utility appurtenances during the entire Contract period. Establish a zone of
protection around each, surface feature located near Contractor's work areas and delineate each
z ' one with brightly colored flags, signs, cautionary tape, or equivalent. Delineators shall be
readily visible from the operator.Os position of motorized equipment. Tothe extent practical,
establish equipment travelToutes that are not in close p oxim, to surface features, and place
� I T .;ity, . , ; . !
physical barriers (e.g. concrete' barriers, etc.) be'tw6en the utility feature and travel or work zones
to prevent damage due to anticipated construction activities. Maintain adequate cover or install
equivalent protective 'measures to prevent damage to utilities from traffic loads and construction
activities.� Provide adequate physical supp 'Ott of active utilities within or near the soil excavation
area.
B. Protection shall be maintained throughout the duration of the work. Periodically'inspect
protection and reinstall, repair, or replace the protection as necessary. Protection shall be
modified as needed to accommodatevork in progress. Protection shall be appropriate to the
anticipated construction activities and shall be installed and maintained in such a manner as to
not cause any damage or distress to completed portions of the work.
C. Prior to conducting excavation, grading, trenching, or other intrusive activities that have the
potential to uncover, expose, or damage an existing utilityj excavate using. a small backhoe and
hand shovel equipment, or other equipment approved by the Owner, to expose the top surface of
the utility at a sufficient number of locations to adequately verify its location and depth.
Coordinate with the Owner and record the utility0s location and elevation on the project
drawings.
C. Make adjustments to the elevations of utility vaults and surface monuments as needed to
maintain flush conditions with the final pavement surfaces in the work area.
END OF SECTION
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SECTION 01564
CONSTRUCTION EQUIPMENT DECONTAMINATION
PART 1 GENERAL
1.01 WORKINCLUDED
A. This section specifies requirements for decontaminating construction equipment aV
contamination reduction zones during the work. Equipment decontamination shall be conducted
in:compliance with Contractor's site -specific health and safety plan.,
1.02 SUBMITTALS
A. As part of Contractor's site -specific health and safety plan, submit a construction equipment
decontamination plan. The plan shall address the decontaftfination of equipment -and vehicles
exiting the designated work areas and temporary exclusion zones that Contractor will have to
,establish from timeto time during thework. The plan shall include, the following details:
L Layout �of contamination reduction zones and decontamination zones..
-2. -Details'of decontarninatioh equipment and supplies' available in each of the 4ones *to
fa6ilitate the -decontamination of-persorindl and equipment.,
d'
3.''Prod6dur'esf6r-d6c6nt'a'iiiiiiaiiA�fi�nd-held'tion-'pow6iedand'powere equipm� v'hicles,
); nt e
and co'-'n`situ"c't'iofi e-quipm6nt.
41. P,roceduies fo� o.bilaining water for, decj�ntamination eauippent,'colitaining and handling
water generated by decontamination activities, and disposal, ofsolids and liquids resulting
from decontamination activities.
PART 2 PRODUCTS
2.01 DECONTAMINATIONWORK PAD AND EQUIPMENT
A. Conditions permitting, dry:decontaniination methods are,encouraged. The use of water
decontamination is subject to the approval of the Owner's Representative.
B. Provide cleaning; tools and equi
all;necessary electrical power and water, storage tanks,
pumps, and all other -equipment and suppliesrequired to accomplish -equipment decontamination.
C. Provide materials and equipment as needed to collect, contain, and store decontamination rinse
water until disposal.
D. Provide a water pressure washer for equipment decontamination, as needed.
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PART 3 EXECUTION
3.01 DECONTAMINATION OF EQUIPMENT
A. All equipment such as heavy earthwork equipment, hand tools, and other hand -carried items that
have been taken into the exclusion zone or have been in contact with contaminated,or potentially
contaminated soil or water shall be decontaminated in accordance with the site -specific health
and safety plan proposed by Contractor and approved by the Owner.
B. Personnel conducting decontamination activities shall comply with all applicable provisions of
Contractor's site -specific health and safety plan.
C. Decontaminate haul vehicles and other equipment used for transporting contaminated soil prior
to loading same equipment with clean backfill material, and prior to demobilizing from the site.
3.02 WASTE COLLECTION AND DISPOSAL
A. Decontamination solids and liquids shall be collected, contained, and properly disposed by
Contractor in conformance with all applicable federal, sitate, and local waste disposal regulations.
B. Remove debris and soil clumps from the decontamination area and dispose of the material at an
appropriate disposal facility. The surface of the decontamination area shall be pressure washed
periodically, as necessary.
3.03 DEACTIVATION
A. Remove all Contractor -supplied equipment, materials, and supplies, disposing of these
components consistent with applicable federal and state laws.
B. All work pads, sumps, tanks, pumps, hoses, and other ancillary equipment shall be
decontaminated and removed by Contractor as part of the work required to complete the
Contract
END OF SECTION
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SECTION 0 1565
AIR EMISSIONS CONTROL
PART 1 GENERAL
1.01 WORKINCLUDED
A. This section.specifies air emissions� con I required for the work. A'
tro ir emissions control
practices shall be an integral part of the work under this Contract that has:a potential for
generation of airborne particulate matter and for release of airborne c�ntaminants. Additionally,
sources, of n-oNiousodors shall be controlled as required by applicable laws and regulations.
.Potential sources. of air emissions include,,but� are not limited to:
1. Vehicle traffic on access roadways.
2. Vehicle traffic in contaminated work areas.
1:f i � .�,
3. 'Ekcavationandhandlifig'o contaihingted'so'ilan'ddebri�s.
4. Stockpiling of so' il and other construction materials.
5. ;Material handling,and transfer operations.
6. Decontamination activities-.�
7. Wind erosion.
8. Excavation backfilling and paving activities
B. Provide equipment, materials, and personnel necessary to meet the requirements of this section
and to control air and odor'emissions duXing-the work.
1.02 CONTRACTOR RESPONSIBILITY.
A. Conduct air quality monitoring during the work as needed to demonstrate compliance with the
requirements of this section and Contractor's site -specific health and safety plan. Air quality
monitoring shall include visual observations and, if appropriate, monitoring using sampling
instrumentation. Modify emissions control ' techniques, as needed, to maintain compliance with
the requirements of this section. Work methods, equipment, and procedures shall be
continuously monitored, and shall be modified when the Owner's Representatives determines
that air quality compliance can be enhanced with changes to methods, equipment, or procedures.
The Owner's Representative may conduct supplemental air quality monitoring at or near the
perimeter of ongoing construction operations, the results of which will be communicated to
Contractor.
B. To the maximum extent practicable, air emissions control measures shall be implemented so that
construction activities do not create onsite dust emissions that persist or are frequent and do not
result in visible dust leaving the work area, and so that the release of dust, odors, and airborne
contaminants is minimized and air and odor emissions are limited to acceptable levels.
1.03 STANDARDS
A. Ambient air quality standards applicable to the work include, but are not necessarily limited to,
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the following:
1. The ambient air quality standard for dust at the site is defined in WAC173-470, AmbientAir
Quality Standardsfor Particulate Matter, and WAC 173-400, General RegulationsforAir
Pollution Sources. The acceptable level of the 24-hour ambient air quality standard for total
suspended particulate is 150 micrograms per cubic meter, 24-hour average concentration.
The acceptable level of the 24-hour ambient air quality standard for PM- 10 is 15 0
micrograms per cubic meter, 24-hour average concentration.
2. The ambient air quality standard for odors at the site is defined in WAC 173-400, General
.. I
Regulationsfor Air Pollution Sources. WAC 173-400-040 sets forth the general standards
for maximum emissions, including odors. The maximum emission level for odors is:
"Odors. Any person 'who shall cause or allow the generat ion of any odor from'
any -source which may unreasonably interfere with any other property owner's
use and enjoyment of his property must use recognized good practice and
procedures to reduce these odors to a reasonable minimum."
PART 2 PRODUCTS
2.01 WATER
A. Water used for air emission control at the site shall be supplied in accordance with Section
01510.
2.02 OTBER PRODUCTS
A. Submit to the Owner for revi ' ew data and information on other products or equipment proposed
for use to control fugitive dust or odor emissions prior to the use of the products. Indicate how
the products or equipment will be applied or used.
PART 3 EXECUTION
3.01 COMMON PRACTICES
A. Implement air emissions control measures, including those measures designated in
Table 01565-1 during all phases (if the work,as necessary to limit fugitive dust emissions and
minimize the generation of odors.
B. Work methods, equipment, and procedures, shall be continuously monitored by Contractor and
shall be modified, at no additional cost to the Owner, when the Owner or Contractor determines
that air quality compliance can be enhanced with changes to Contractor's methods, equipment, or
procedures.
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TABLE 01565-1
AIR E�BSSION'S CO'NtROL -MEASURES
. I I . . I... . %. I .
Activity Control Measures
Soil Excavation, 1) ;,Apply waterto work and traffic areas, as necessary, to minimize fugitive dust
Handling, Loading, emissions.
Disposal,'and 6&r Site '2) exposed so'il and iem'
porary stockpiles,as necessary and appropriate, to
Earthw6rk" ibiffirnizewind or sto''I'mWate'r er6sio"n.'
3) Move and load -Soil for offsite dispo . sal, in a manner that limits freb-fall of material and
is least likely to generate dust emissions; cover and tarp loads prior to exiting the site.
4) tinjii or 61t duk-*geneiatiiikworkiduri t ng very windy conditions.
5) Limit the'siie df'op6n 6xcivakions or the duration in eiciv�tion is left open in areas
where odor generating. constituents are found.
Movement of Equipment 1) Water traffic areas, as required, to minimize dust emissions.
2) Designate equipment traffic patterns to minimize travel distance and vehicular dust
emissions.
3) Limit vehicle speed to minimize dust emissions.
Equipment
1)
Clean or over traffic areas to and from the decontamination work pad, as appropriate.
Decontamination
2)
Clean equipment with a pressure washer to remove soil and contamination, as
necessary,
Wind Erosion
1)
Apply water, as necessary, to minimize dust emissions.
2)
Co ver exposed materials with properly weighted polyethylene sheeting.
Demolition, Debris Size
1)
Demolish, cut and break up debris in a controlled manner that minimizes dust
Reduction, and Debris
emissions.
Loadin
2)
Collect loose dirt and debris from surfaces prior to and following demolition.
1.
'g
3)
Wh e�n riquired, dampe'n' sdrf�ces wfth w'ater' prior to and as required during
demo'liti6ri, debris size reduction, and,loading activities:
4)
Move and load debris for offsite disposal -in a manner that -limits free -fall ofmaterial
and is least likely to generate dust emissions; cover and tarp loads prior to exiting the
site.
5)
Limit or halt dust -generating work during very windy con ditions.
6)
*
Cover temporary debris and material stockpiles and work ared's, if nedes§ary and
appropriate, to minimize wind and/or stormwater erosion.
END OF SECTION
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SECTION 0 1566
DRAINAGE AND EROSION CONTROL
PART 1 GENERAL
1.01 DESCRIPTION
A. This section specifies requirements for control of drainage and erosion and management of
stormwater during the work. These requirements are specified to protect environmental quality
and to minimize the potential for surface movement of contaminants during the work.
B. Plan, field design, and implement stormwater management and surface water runoff control
measures appropriate to activities associated with the work.
C. If the Owner or its representative or any governmental agency determines that Contractor's
drainage and erosion control measures are inadequate to meet the intent of applicable regulatory
programs or the Contract Documents with regard to the control of surface water runoff or
erosion or the prevention of environmental degradation as a result surface water runoff or
erosion, Contractor shall field design and implement additional surface water runoff or erosion
control measures that address the deficiencies at no additional cost to the Owner.
D. Protect ' the work from damage caused by surface water, including damage due to ponding,
erosion, or contamination as a result of the lack ' of adequate surface water control measures.
Damaged work shall be repaired or replaced by Contractor to the satisfaction of the Owner at no
additional cost to the Owner. Protect adjAcent properties and water bodies from physical or
environmental damage proximately caused by surface water runoff, erosion, soil instability,
migration of contaminants, filling, or other earthwork activities associated with the work.
E. Stormwater and construction water shall be managed, treated, and discharged in accordance with
all applicable federal, state, county, and local laws, statutes, ordinances, and regulations.
1.02 SUBMITTALS
A. Prepare and submit for Owner approval a modified site plan that indicates Contractor's planned
means and methods for management of stormwater runoff, containment of potentially
contaminated surface water, and prevention of erosion during the work.
PART2PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Provide storage tanks, sump pumps and hoses, temporary b&ms, temporary straw bale walls,
polyethylene sheeting and sandbags, silt fencing, sediment retention measures, and all other
materials and equipment necessary to control surface water, erosion, and sediment transport
during the work.
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PART 3 EXECUTION
3.01 MINIMUM EROSION AND SEDIMENT CONTROL REQUIREMENTS
A. Ensure that provisions for the following minimum requirements for drainage, erosion, and
sediment controls are implemented and maintained throughout the duration of the work.
1. Exposed and unworked soil shall be stabilized by suitable and timely application of best
management practices (BMPs).
2. -Property adjacent to the work area'shall be protected from* stormwater run6ff and from
sediment deposition'.
3. Stockpile aind-pfbtect ex:cavdt6d soil and debris ih'separate lined, bermed, and covered
stockpiles.
4. Sediment traps, beirmis,and - other, BMPs intended to tr I ap sediment shall be installed and
functional prior to initiating earthwork activities.
5. Stormwater drain inlets within the work area shall be protected so that stormwater runoff
will.not enter -the conveyance system. without first filtered or otherwise treated to
rpmove sediment, debris, and oil and grease.
6. Wherever constructiomvehicle access routes intersect paved roads, provisions shall be made
to minimize the transport of dust, soil, or mud onto the paved road.
7. Excavation deWAte'rinj*d6ices shall discharg'e'infio a properly sized treatment and storage
tank prior to disposal.
8. Temporai
ry BMPs shall be maintained and repai
ired, as needed, to assure continued
perf�rmance consistint4ith their intended functi'
— 1, ;. il :._ �, on.
9..r Monitor. the quality of dis.chargqd stormwater t o ensure conformance with the requirements
of this section.
3.02 STORMWATER HANDLING AND DISPOSAL
A. Stormwaterrunoff from clean surfaces may be routed to the existing storm drain system at the
site.
B. Divert discharge from stormwater drain spouts of nearby buildings to ston-n drain catch basins
located outside the work area,and divert stormwater runoff from adjacent paved areas to limit
runoff from enteringthe excavations. :,. , I . . - I I � . .1
C. Install temporary plugs into existing storm drain lines that are located within or near the work
area, and pump stormwater from existing catch basins and manholes to a suitable discharge point
in the existing storm drain system as needed to divert stormwater around the soil excavation
areas. Provide oil/water separation and energy dissipation as required to allow subsequent
discharge of such water to the storm drain outfalls in the marsh.
D. R6inov&-a`n'dr'epla'c'e" the section of storm drdin'pipin "that C`io�ses the oil
t 9 s excavation area in
accordance with the requirements of Section 02315
E. Stormwater runoff that is suspected or is known to be contaminated as a result 0';f contact with
contaminat�d soil and/or water, or other contaminant sources, shall be contained, managed,
treated, and disposed in accordance with the requirements of Section 02240, as well as with all
applicable federal, state, county, and local laws, statutes, ordinances, and regulations.
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F. Pump potentially contaminated stormwater or construction water to a storage tank as a
temporary emergency measure if there is an immediate threat of a spill or discharge of such
water to clean soil areas or to the adjacent marsh.
G. Contractor shall bear the risk of managing contaminated and uncontaminated stormwater
originating from areas occupied or disturbed by Contractor during perfon-nance of the work, and
shall employ such additional measures as may be required to prevent environmental harm or
physical damage to the work, the work area, or adjacent property.
H. Contractor may elect any legal method for treatment and disposal of stormwater, and shall
remain solely responsible for decisions, consequences, and costs associated with the means of
stormWater collection, water treatment method, equipment, sampling and analysis procedures,
and disposal option(s; employed.
I. Repair or replace work determined by the Owner to -be damaged or potentially contaminated due
to,lack of control or care and handling of surface water runoff at no additional cost to the Owner.
END OF SECTION
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SECTION 0 15 67
SPILL PREVENTION AND POLLUTION CONTROL
PART 1 GENERAL
1.01 WORKINCLUDED.
A. This section specifies requirements for protection of land and surface water from spi I Is that may
occur during the work; section and describes the minimum r ' equirements of Contractor's spill
prevention and,pbIlution control plan. Work shall be performed and,containment structures shall
be provided to ensure the protection of the environment from any spills associated with the
work.
B. Requirements of this section. apply: to Contractor work areas,,including construction support
facilities, personnel parking areas, equipment and material storage/laydown areas,.and other
areas required by Contractor to complete the work under this Contract.
1.02 SUBMITTALS AND APPROVALS
A. Spill Prevention and Pollution Control Plan. Prepare and submit for Owner approval a brief spill
prevention and pollution control plan. The plan shall, as a minimum, address the following
subjects:
I . Best Management Practices. Describe the best management practices (BMPs) to be used to
prevent and control spills during the work. State which construction elements are
contingent upon completion of spill containtnent structures.
2. Material Storage. At each location that Contractor proposes to use to store materials,
identify the material to be stored, the size and materials for containers, the containment
structures provided, and the procedures to drain stormwater from any containment area.
3. Material Transfer Procedures. Summarize the methods to be employed to prevent and
control any spills during transfer activities at the site where spills from such transfer
activities could directly or indirectly enter adjacent water bodie ' s. These transfer activities
may include, but are not limited to: handling of equipment fuels and oils; hauling of
materials to or from the site by truck; temporary stockpiling of contaminated soil and debris,
and loading such materials for offsite disposal; handling and disposal of free -phase
petroleum hydrocarbon product encountered during soil excavation and removal activities;
and transfer of potentially contaminated decontamination water, excavation dewatering
water, and stormwater runoff to appropriate treatment and disposal locations.
4. Emergency Response Procedures. Establish ap propriate emergency notification, response,
and reporting procedures for the project.
5. Sketches or Drawings. Supplement the text of the plan with sketches or drawings as
necessary to show Contractor's plans for placement of berms, work pads, straw bales,
absorbent booms and pads, and other containment structures.
B. Identify the name of the individual and provide a 24-hour emergency telephone number that will
enable the Owner to contact the individual responsible for the spill prevention and pollution
control features installed by Contractor.
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PART2PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A. Provide all necessary absorbent pads and booms, storage tanks, containment structures, sump
pumps and hoses, temporary berms, drainage ditches, polyethylene sheeting and sandbags, silt
fencing, sediment retention measures, oil absorbent materials, small tools, and any other
materials and equipment required to control spills during the work.
PART 3 EXECUTION
3.01 GENERAL
A. In the event of a spill or release of material, immediately notify the Owner and follow the
emergency response procedures, as set forth in Contractor's spill prevention and pollution
control plan, to minimize the effect of any spill or release. In coordination with the Owner,
contact emergency response providers and other agencies, as necessary and appropriate.
Perform cleanup activities and disposal of cleanup materials in accordance with applicable
federal, state, and local regulations.
3.02 MINIMUM REQUIREMENTS
A. Ensure that provisions incorporated into Contractor's spill prevention and pollution control plan
are implemented and maintained throughout the duration of the Work. These provisions include
the requirements of Article 1.02 and the following requirements:
1. Establish who to notify in the event of a spill, particularly if it involves dangerous or
hazardous materials.
2. Provide specibc cleanup instructions for different products handled onsite.
3. Identify a person to be in charge of cleanup assistance.
4. Identify procedures for containment of spills as quickly as possible.
5. If there is a chance that the spill could enter a storm drain or sewer, plug the inlet and turn
off or divert any incoming water.
6. Construct and maintain containment berms and other containment structures as appropriate.
7. Protect properties adjacent to the site from spills and releases.
8. Handle contaminated materials in such a manner that such materials are not placed on and do
not spill or fall on designated uncontaminated areas. Clearly stake and mark temporary
stockpiles of contaminated material with documented identification at all times. Transport
and handle clean site and imported soil in a manner that prevents cross -contamination by
potentially contaminated soil and water.
9. Convey potentially contaminated water to appropriate storage, treatment and disposal
locations in a manner that prevents spill onto uncontaminated areas.
10. Remove temporary containment structures after they are no longer needed.
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END OF SECTION
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TECHNICAL SPECIFICATIONS
for
COMPLETION OF PHASE I -A SOIL REMEDIATION
HARBOR SQUARE COMPLEX
EDMONDS, WASHINGTON
DIVISION 2 — SITE WORK
SECTION 02240
DEWATERNG,--WATER TREATMENT, AND DISPOSAL
PART 1 GENERAL
1.01 DESCRIPTION
A. This section specifies requirements for dewatering of excavations; and handling, storage,
treatment, and disposal of such water during implementation of the work under this Contract.
B. Dewatering of subsurface excavations is required for contaminated soil removal, conformational
soil sampling, and excavation backfilling activities. Stormwater collecting at areas requiring
dewatering shall be considered contaminated water unless otherwise directed by the Owner.
C. Extracted water shall be collected, stored, treated, sampled and analyzed as required to
demonstrate the effluent meets the City of Edmonds' pretreatment standard for oil and grease,
and discharged to the City of Edmonds' sanitary sewer system.
1.02 SUBMITTALS
A. Submit a brief construction water management plan for Owner approval that includes:
I . Description of the methods and equipment that will be used for excavation dewatering and
water storage, treatment, and disposal.
2. Estimated dewatering rates assumed by Contractor in sizing the various components of the
dewatering and water storage and treatment systems.
3. List of the number, types, sizes, and other relevant information for the various components
of the dewatering and water storage and treatment systems (e.g., pumps, discharge hoses,
storage and treatment tanks, etc.).
4. Estimated storage capacity to be provided for temporary containment of water between
extraction and final disposal, and plans for increasing such storage capacity as needed during
the work.
1.03 SITE CONDITIONS
A. The following site information is intended to provide a brief overview of pertinent site
conditions. Contractor shall be solely responsible for reviewing available project documents (see
Exhibits), verifying site conditions critical to the execution of the work under this section, and
modifying its excavation dewatering and water storage, treatment, and disposal operations as
required to adequately address actual site conditions encountered during the work.
B. Soil and Debris: The subsurface soils below the existing asphalt pavement are comprised of a
variety of fill materials (including sand and gravel, construction rubble, concrete and asphalt
debris, wood and metal debris, etc.) overlying native peat and fine sandy, clayey silt, which
tends to act as a confining layer for the overlying petroleum -impacted soil and zones of free -
phase petroleum hydrocarbon product.
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C. Groundwater: The depth to local groundwater in the planned excavation areas will vary due to
many factors, but should assumed to be at a depth of approximately 4-ft below ground surface
(BGS). Higher groundwater levels may be present during the wet season. The rate of
groundwater seepage into the excavations will vary with depth and time, and zones of free -phase
petroleum hydrocarbon product will be encountered during soil excavation and removal
activities. Contractor shall control runoff of clean stormwater into the excavations to limit the
amount of water requiring removal, treatment, and disposal.
D. , Water Quality: Review the Soil Remediation Summary Report, dated June 1, 2005, included in
Exhibit B, for a summary of the water handling, treatment, and disposal operations conducted
during the initial portion of the Phase I Soil Remediation Project. The primary chemical
constituents are anticipated to be diesel- and oil -range petroleum hydrocarbons and free -phase
petroleum hydrocarbon product.
1.04 QUALITY ASSURANCE/QUALITY CONTROL
A. Monitoring. Monitor dewatering and water handling/treatment/disposal operations and notify
the Owner immediately if any portions of the systems are not operating as intended. Operational
problems may include, but are not limited to, insufficient capture of stormwater and groundwater
within the work area, lack of containment of decontamination and construction water, plugging
or breakage of pipes or hoses used for water conveyance, leaking of water containment vessels,
and malfunction of pumps used to transfer water.
B. Sampling and Analysis: Sample and analyze representative samples of the treated water as
required to demonstrate that the effluent meets the City of Edmonds' pretreatment standard of
for oil and grease [5 milligrams per liter (mg/L)] before discharge into the sanitary sewer system.
PART 2 PRODUCTS
2.01 SYSTEM COMPONENTS
A. Provide high capacity units of standard manufacture and in good working order. All dewatering
and water handling/storage/treatment equipment and accessories shall be properly sized and
suitable for its intended use. Water storage capacity shall be at least 18,000 gallons unless
otherwise approved by the Owner's Representative.
B. Provide suitable water storage tanks, oil -water separation and water treatment equipment,
skimmers, adsorbent booms and pads, and all ancillary materials and equipment needed to
remove free -phase petroleum hydrocarbon product from construction water and to &eat extracted
water to meet the City of Edmonds' pretreatment standard for oil and grease (5 mg/L) prior to
discharge to the sanitary sewer system.
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PART 3 EXECUTION
3.01 DEWATERING, WATER TREATMENT, AND -DISPOSAL
A. Provide labor, equipment, and materials andAesign, construct, operate, and mai ntain effective
excavation, dewatering and water -treatment systems. Continue,operation, of the systems as
r * equired to complete the work.and to protect, completed work and adjacent property, until such
time that protection is no longer required from surface water or groundwater.
B. Dewater subsurface. excavations -as re uired for conducting contaminated -soil removal,
confirmationat soil sampling, and,excayatioh backfilling ac ivities "in the dry". Modif
t y
excavation idewaiering and water,storage methods and equipment.if the Owner d
etermines that
Contractor's methods and equipment are not adequate for site ' conditions encountered during the
work. Do not cease excavation dewatering activities until excavations are backfilled, unless
otherwise approved by the Owner.
C.- -Store extracted water, ons.ite until -adequately treated to meet the City of Edmonds'.pretreatment
-standard for oil, and grease (5 mg/L) �prior to discharge to, the sanitary sewer system.
D� -Sample and analyze.representative samples of the treated water as required to demonstrate that
the effluent meets the City of Edmonds' pretreatment standardof for oil and grease (5 mg/L).
E. Discharge treated effluent to an approved location of the City of Edmonds' sanitary sewer
system, and, provide effluent flow meter, monitoring to document the volume of water discharged
to the sanitary sewer system. ! , 4 -
3.02 REMOVAL
A. Remove materials and equipment when no longer required for dewatering,.. treatment, or water
collection, storage, handling, and disposal operations.
END OF SECTION
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SECTION 02315
EARTHWORK
PART I GENERAL
1.01 DESCRIPTION
A. This section specifies earthworl requirements for the project, including demolition, excavation,
material handling, grading, backfilling 'and compaction of soil, and'other work incidental to the
earthwork shown on the Drawings or required to accomplish the work under this Contract.
Earthwork covered under this section includes, but is not limited to, the following elements:
I . Demolition and removal of existing fencing, asphalt pavement, and portions of the extruded
curbing in the designated soil remediation areas and pavement overlay area.
2.- Excavating and stockpiling surficial clean soil for reuse as excavation backfill material.
3. Excavating, stockpiling, loading, and transport of impacted soil to the designated offsite
dispo§al facility.
4. Excavating, size reduction, stockpiling, loading, and transport of debris to the designated
offift� disposal f6cility.
5. Removing and replacing segments of existing storm drain and water main piping as needed to
complete the soil removal activities.
6. Placing and compacting onsite clean soil as excavation backfill.
7. Placing and compacting imported material as excavation backfill.
8. Placing and compacting crushed rock surfacing for pavement replacement.
9. Miscellaneous site grading and restoration.
B. Work associated with excavation dewatering, water treatment, and disposal is specified in
Section 02240.
1.02 REFERENCE STANDARDS
A. The following standards and test methods are included as a part of this Section insofar as
specifieda'nd modified herein. In case of conflict between the requirements of this Section and
the listed standards and test methods,' ilie requirements of this Section shall prevail.
Reference Title or Description
ASTM D 422 Test Method for Particle -Size Analysis of Soil
ASTM D 1557 Test Method for Laboratory Compaction Characteristics of Soil Using
Modified Effort
ASTM D 2216 Test Method for Laboratory Determination of Water (Moisture)
Content of Soil and Rock
ASTM D 2487 Test Method for Classification of Soils for Engineering Purposes
ASTM D 2922 Test Method for Density of Soil and Soil -Aggregate in Place by
Nuclear Methods
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- Reference Title or Description
ASTM D 3017 Test Method for M I oisture Content of Soil and Soil -Aggregate in Place
by Nuclear Methods
1.03 REFERENCES
A. All references to WSDOT shall refer to 2004 Standard Specifications for Road, qridg�, and
Municipal Constructio n of the Washington State Department of Transportation.
B. 29 CFR 1910 - Occupafional Safety and Health Regulati
ions.
C. WAC, 296-155, Part N, IfXcavati6''ns, Trenches, and Shoring.
D. 29 CFR 1926 - Safety pd Health RegplAtions for Construction.
1.04 QUALIFICATIONS-.
A. Personnel'engaged in hazardous materials "work s`ha_lfb�e H azmat, OSHA, and WISHA certified.
Conduct earthwork associated with known or potentiall contaminated materials in . accordance
, '. - , 1;, � � I 'Y . i
with Contractor's site sl�e'ci'�i 6 Health and Safety Plan' prepared inAcc"ordan'cewith.Section
01350.
B. Transportation work shall beperformed by properly licensed, insured, andregister�d waste
haulers that are acceptable to the Owner. T ransportati�on contriactor(�) shall'su6m�'it'
documentation that demonstrat'e-s'ftis compliance with ap . pli I cable DOT
ldfis describiA& - ir�eiasures to be
properly licensed and in
regulations, as w� s'a copy of its contingency and spill �bn�6ip'
implemented in the event of spills or discharges' during'mafer'ial handling and transporting.
1.05 CONTRACTOR RESPON�IBJB[LITY
A. Furnish all labor, equipment, supplies, and materials necessary to perform the eardiwork
activities associated with the work under this Contract.
B. Pro�ide site ac6ess aiatriffic con661,in accordancew ithi §��iiopi
.0 i 55 0; protect all utilities in
accordance with Section 0 15, 2; provide construction equipment decontamination' in accordance
with Section 01564; provide air emissions control in accordance -with Sectibri,01 565; provide
drainage and erosion control in accordance with Sect,ion.0 1506; and provide spill prevention and
pollution control in accordance with Section 01567.
1.06 SUBMITTALS
A. Submit in accordance with Section 01330.
B. Prepare' 6!nd submiffor Cwn6r's aip;pr6val A brief construction plan that includes details of
Contractor's methods and equipment to accomplish the work under this section.
C. Prepare and subm'itto 1& bl�ner a-lisit'Of"proposied material suppliers, referencing the materials
or supplies to- be provided and used in the work.
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D. Submit prior to importing any backfill material to the site:
I Certification of gradation and material compliance with these Specifications, along with
copies of associated laboratory test results.
2. Material gradation and moisture -density compaction curve reports' as appropriate for each
type and source of imported fill material.
3. Samples of all imported materials (of sufficient volume for any laboratory'tests requested
by the Owner). Contractor shall assure the sample(s) are representative of materials to be
imported to the site.
4. Certification that the imported fill materials were obtained from a commercial quarry or pit
permitted by the State of Washington.
E. Whenever the source or stockpile from which the imported fill materials are obtained is changed,
certificates of compliance and the required laboratory test results firom these new sources will
also be required at no additional cost to the Owner.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS FOR IMPORTED MATERIALS
A. Imported materials shall be natural, native, virgin materials, free of contaminants, including
debris or recycled materials, and meet the appropriate Specifications. The Owner maintains the
right to reject any materials that have been determined to be substandard for any reason. In the
event of rejection, it shall be the responsibility of Contractor to remove all rejected material from
the site at its sole expense.
B. Submit the results for all required laboratory tests on imported materials to be imported to the
site and incorporated into the work. The results of such tests shall be provided at least 4 working
days before delivery of the materials to the site, -and shall include Contractor's certification that
the samples tested and the results provided are representative of the materials that will be
delivered to the site.
C. Visually inspect each load of imported material upon delivery. Material shall be inspected for
presence of foreign, recycled, or reprocessed material. The Owner may at any time perform an
independent inspection. Material may be rejected due to identification of any such material or as
a result of substandard test results. Materials may be segregated for testing by Contractor based
on appearance or odor.
D. Provide quality control testing and inspection services as required. Sampling and laboratory
work are Contractor's responsibility. The Owner reserves the right to perform additional testing
as necessary. Tests performed by the Owner will be at no cost to Contractor.
2.02 COMMON BACKFILL
A. Common backfill used for general fill placement purposes shall consist of clean soil that is
excavated from onsite locations. Common backfill shall not contain excess organic matter, rocks
larger than 3 inches, or chunks of consolidated earth or other debris that may damage buried
features or hinder compaction operations, and shall be suitable for its intended purpose.
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2.03 QUARRY SPALLS
A. Quarry spallsused for bq�kfiilling the lower portions of the. designated excavations, and/or to
stabilize portions of the excavation backfill, shall meet,the requirements of WSPOT Section
9-116, except that broken concrete rubble shall not be used. Unless otherwise directed by the
Owner's Representative based on site conditions encountered i n* the excavations, utilize coarser
quarry spalls (approximately 4" by 8") at the base of the excavation bel . ow the sta . tic
groundwater lev�!.a�d,fine r quarry 00
sp�lls'(a, oximate y.2`by4")ab6ve that level.
2.04 STRUCTURAL FILL
A. Imported structural fill, if approved for use for backfilling portions -of the excavations, shall be
an imported, clean, granular fill material free of roots, organic material, contaminants, recycled
concrete or asphilt, and all other deleterious and objectionable material. The material shall be
crushed or partially crushed granularmaterial� shall have such characteristics of,size and shape
that it will compact readily, and shall confortn4o WSDOT Section 9-03.14(l) for gravel borrow,
except the maximum particle size shall be 21/2inches and the percent passing the U.S. No. 200
sieve shall be 5 percent maximum based on a wet sieve analysis of material passing the %-inch
sieve.
2.05 CRUSBED ROCK BASE COURSE
A. Crushed rock base course material;used for backfillingzportions of the excavations shall conform
to the requirements of WSDOT Section 9.;03.9(3) for crushed surfacing.
2.06 GEOTEXTILE-FOR SOIL STABILIZATIONAND SEPARATION
A. Geotextile used for soil stabilization and separation shall be a woven fabric meeting the
;minimum requirements, in- WSDOYSections 9.33.1 and 9.312, Table 3 for woven, soil
stabilization g'eotextile'. -
2.07 SCRIM -REINFORCED POLYPROPYLENE, GEOMEMBRANE
A. Geomembrane to be used as a separation barrier between the marsh sidewall and the excavation
backfill materials ishall -be a minimum 36-mil'scrim-,reinforced polypropylene sheeting that is
flexible, durable, waterproof,� UV stabilizedi and tear, and puncture resistant.
2.08 GRAVEL BACKFILL FOWPIPE ZONE BEDDING AND BACKFILL
A. Gravel backfill for pipe zone bedding and pipe zone backfill shall be placed and compacted
conform tolhe requirements ofWSDOT Section 9-03.12(3).
f
2.09 PIPING
A. Pipe materials used for replacement of the section of storm drain piping that crosses the soil
removal area shall be solid wall polyvinyl chloride (PVC) storm sewer pipe conforming to the
:requirements of WSDOT Section 9-05.12(l), unlessotherwise required by the City of Edmonds
design standards.
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B. If the water main modifications under Additive Alternate A-1 are included in the work under this
Contract, pipe materials used for installing a shutoff valve and replacing a section of the 8-inch
water main ductile iron pipe removed to facilitate soil excavation shall conform to the City of
Edmonds design standards.
2.10 EQUIPMENT
A. Provide all necessary equipment to accomplish the work in this Section; including the
excavation, transport, placement, moisture conditioning, backfilling, grading, and compaction of
soil. Compaction equipment shall be properly sized and suitable to the type and location of
''material being compacted and shall be used in the mannermeeded to achieve the degree of
compaction required.
PART 3 EXECUTION j
3.01 GENERAL
A. Conduct all required earthwork activities in accordance with the requirements of the Contract
Documents afid,a"s otherwise diredted,by the Owner to complete the work under this Contract.
Coordinate the work with representatives of the Owner and Harbor Square Associates to limit
adverse effects of the work on the tenant's activities. Designated truck traffic routes within the
Harbor Square Complex are indicated on the Drawings.
B. Contractor operations will require work in a potentially hazardous environment. Ensure
adequate -protection for all personnel, comply with all health and safety requirements of
Contractor's site -specific health and safity plan, and perform construction equipment
decontamination as specified. for the purpose of estimating costs, modified Level D protection
may be assumed for intrusive work associated with excavation and handling of petroleum
hydrocarbon -contaminated soil and debris and other activities with a -potential for exposure to
contaminated materials.
C. Implement excavation dewatering operations, site access and traffic control, utility protection, air
emissions control, drainage and erosion control, spill prevention and pollution control, and all
other controls needed to protect environmental quality during the work.
3.02 EXCAVATION SAFETY
A. Safety is the sole responsibility of Contractor. Compliance with OSHA, 29 CFR Part 1926,
Subpart P and WAC 296-155, Part N is mandatory.
B. Where a sloped excavation infringes on or potentially endangers or compromises an existing site
facility or feature, provide temporary shoring, sheeting, and bracing as required to complete the
earthwoik. At Contractor's expense and to *the Owner's satisfiction, repair and make good any
damage to any facility or feature caused by Contractor's work under this Contract.
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3.03 EXISTING PAVEMENT REMOVAL AND DISPOSAL
A. Saw cut asphalt pavements and concrete curbs prior to removal to provide a suitable joint
surface for resurfacing. Remove pavements and pavement ramps in a manner that minimizes
disturbance to the underlying soil.
B. Loading, transport, and recycle/dispose of existing hot mix asphalt pavement and existing
concrete curbing removed.during the work.
C: Provide,legible copies oftertified-weight receipts or.other documentation of -the weight of
pavement, and- curbing transported,to and recycled/disposed.at the. recycling/disposal,.facitity.
3.04 CLEAN SOIL EXCAVATION AND HANDLING
A. Excavate and segregate clean overburden soil that is suitable for reuse as common backfill, as
directed by the Owner's Representative. The depth of clean overburden soil will vary
considerably, but is generally anticipated to be encountered down to about 2- to 3-ft below
ground surface (BGS).
B. Transport and stockpile the clean soilAt the designated lo.cation,at thePort-of Edmonds parking
and, boat trailer lot, and protect, such soil,from,ex osure-to the elements and water:and, from
�9 p_
cross7contamination until, reusedt as common backfill material.
3.05 IMPACTED SOIL AND DEBRIS EXCAVATION AND STOCKPILING
A. Excavate impacted �soil and debris withinthef excavation areas! as d.irepted by, the. Owner's
Representative. The, deptji of, impacted soil,and. �debris,will vary, considerablyj but -is generally
-anticipated to be encountered down to about 6,to 9-ft BGS. The Jebris encountered may
include, but is not lim.ited,,to,,�.construction.rubble,. concrete and asphalt debris, wood,and metal
debris, and other miscellaneous ifill materials.
B. Construct temporary material processing/stockpile areas at locations within the work area at
locations approved, by �the,Ownef's Representative. - Line,,berm,,and cover material
process.ing/stockpile areas asnece_ssw, to protect the environment. and -the spread of
impacted soil and �debrisduring mat rial handling activities—
C. Segregate impacted soil and debris; size reduce the debris as needed. for proper transportation
and disposal; and stockpile and protect these materials in separate stockpiles until loaded for
offsite disposal.
D. Drain the excavated soil and/or mix wet soil with dryer soil as needed to control free liquids in
the material loaded for disposal.,.,
3.06 IMPACTED SOIL LOADING AND.TRANSPORT TO DISPOSALFACILITY
A. Load and transport impacted soil to Rinker Materials' thermal desorption and disposal facility in
Everett, Washington, unless otherwise designated by the Owner.
B. Provide proper manifesting of the material, and provide legible copies of certified weight
receipts or other documentation certifying the total weight of material transported to and
treated/disposed at the facility.
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3.07 DEBRIS LOADING AND TRANSPORT TO DISPOSAL FACILITY
A. Load and transport debris and associated impacted soil to Waste Management's Alaska Street
transfer station in Seattle, Washington for subsequent rail car transfer to Waste Management's
Columbia Ridge Landfill.
B. Provide proper manifesting of the material, and provide legible copies of certified weight
receipts or other documentation certifying the total weight of material transported to and
disposed at the facility.
3.08 MOISTURE CONDITIONING AND REWORKING OF BACKFILL MATERIAL
A. Fill materials and pavement subgrade materials that contain excess moisture or otherwise can not
be readily compacted shall be moisture conditioned and reworked until the specified compaction
criteria can be achieved. Moisture conditioning and reworking of such material shall be
conducted in a manner approved by the Owners Representative.
B. When necessary, add water to raise the moisture content of dry materials to near its optimum
moisture content as determined by ASTM D 1557.
3.09 BACKFILLING AND COMPACTION
A. Obtain the approval of the Owner's Representative prior to placing any backfill materials in the
excavations. The Owner's Representative will collect confirmation soil samples from various
locations in the excavations and the samples will be analyzed at an offsite analytical laboratory
on a rush basis. However, Contractor shall anticipate that analytical results may not be available
for several daysTollowing sample collection and plan its earthwork activities accordingly.
B. Quarry Spalls: Quarry spalls used for backfilling the lower portions of the excavations shall be
placed and compacted as needed to form a stable subgrade for subsequent placement and
compaction of the overlying structural fill material. Unless otherwise directed by the Owner's
Representative, utilize coarser quarry spalls at the base of the excavation (below the static
groundwater level) and finer quarry spalls above that level.
C. Geotextile: Install a layer of geotextile between the quarry spalls and the overlying backfill
materials as directed by the Owner's Representative and in accordance with WSDOT Sections
2-12.3 and 2-12.3(3).
D. Geomembrane: Install a panel of scrim -reinforced geomembrane as a separation barrier between
the marsh sidewall and the excavation backfill materials, and at any other locations as directed
by the Owner's Representative.
E. Common Backfill: Common backfilil shall be moisture conditioned to near its optimum I moisture
content, placed in layers not 'exceeding 10 inches loose depth, and compacted to at least 95
percent of its maximum dry density as determined by ASTM D 1557. When approved by the
Owner's Representative based on the common backfill being placed at a depth of at least 3 feet
below final grades, the common backfill may be compacted to at least 92 percent of its
maximum dry density as determined by ASTM D 1557. Material exhibiting instability,
including significant pumping or rutting, during placement and compaction shall be removed,
reconditioned, and reworked as needed, regardless of the density test results.
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F. Structural Fill: Structural fill material used as backfill shall be moisture conditioned to near its
optimum moisture content, placed in layers not exceeding 8 inches loose depth, and compacted
to at Jeast 95 percent of its maximum dry density as determined. by ASTM D 1557. Material
exhibiting instability, -including significant. pumping or. rutting, during placement and -
compaction shall be removed, reconditioned, and reworked as needed regardless of the density
test results.
G. Crushed Rock Base.Course: Crushedrock base course material used as backfill below the
pavement section specified in Section 02740 shall be moisture conditioned to near its optimum
moisture content, placed in layers not exceeding 8 inches loose depth, and compacted to at least
95 percent of its maximum dry density as determinedby AST`M.D 1557. Material exhibiting
instability, including significant pumping or rutting, during placement and compaction shall be
removed, -reconditioned, andyeworked as needed regardless of the density test results.
H. Pipe Zone Bedding� and Pipe,Zone Backfill: Unless otherwise required by the City of Edmonds
design standards, gavel b ackfill for pipe, zonebedding and pipe zone backfill for storm.sewer
piping shall be placed and compacted in accordance with the applicable requirements of
WSDOT Sections 7-04 and 7-08,. and such material for water: main modification work under
Additive Alternate A-1 shall placed and compacted in accordance with theapplicable
requirements of WSDOT Section 7-09.
3.10 GRADING
A. Conduct site grading consistent with the,existing alignments and grades of the -storin drain
1. facilities at the -site.
B. Finish graded surfaces shall be smooth and freefrom irregular surface changes so as to promote
drainage toward the appropriate storm drain facility and prevent any ponding of stormwater on
the final paved surface..
3.11 FILL COMPACTION QUALITY CONTROL
A. General: Contractor shall be responsible for the quality control monitoring and testing activities
that are required by the Contract Documents.
B. Moisture/DensityTes
ting andReporting:. Perform moistur content and density testing of fill
and backfill materials at a minimum frequency �f I test per 200 yd 3 of material placed, unless
otherwise approved by the Owner's Representative. Record the following for each test:
I . The location and approximate, elevation..
2. The material description and appropriate compaction control standard.
3. The moisture content, dry density, and percent of the referenced compaction standard.
4. The dat e�,'t u*ne,, weailier 'conditions, and any other pertinent data.
9/9/2005\\Edmdata\sharedoc\173\25 -Harbor Square Remediafion\RA Specs (016)\02315-Fxffiwork.dor,
02315-8
3.12 STORM SEWER PIPE REMOVAL AND REPLACEMENT
A. During soil excavation work, carefully remove the section of storm drain piping that crosses the
soil berm excavation area. Divert stormwater in accordance with the requirements of Section
0 15 66 prior to removing the pipe section from the existing catch basin to the pipe cutoff
location.
B. Following impacted soil removal and as part of excavation backfilling work, install and test the
replacement section of storm drain piping in accordance with the applicable requirements of
WSDOT Sections 7704 and 7-08, unless otherwise required by the City of Edmonds design
standards.
3.13 WATER MAIN MODIFICATIONS (ADDITIVE ALTERNATE A- 1)
A. If the water main modifications under Additive Alternate A- I are included in the work under this
Contract, coordinate with the Owner's Representative and the City of Edmonds,and perform the
work required to install a shutoff valve at the designated location on the 8-inch water main
ductile iron pipe and remove any section of pipe required to facilitate impacted soil excavation.
replacing a section of the 8-inch water main ductile iron pipe * removed to facilitate soil
excavation shall conform to the City of Edmonds design standards.
B. Following impacted soil removal and as part of excavation backfilling work, install and test the
replacement section of water main pipe in accordance with the applicable requirements of
WSDOT Section 7-09 and the City of Edmonds design standards.
3.14 SURVEYING
A. Surveys of the work will be performed by the Owner or its representatives, with the results
provided to Contractor. Contractor may make its own survey of the work, and shall submit such
data to the Owner.
3.15 CLEANUP
A. At the completion of the work, remove all waste materials, rubbish, and debris resulting from the
Work, as well as all tools, appliances, construction equipment and machinery, and surplus
materials. Temporary utility services provided or arranged for by Contractor shall be terminated
in accordance with the procedures and policies of the utility purveyor. Leave the site clean and
ready for occupancy by the Harbor Square tenants at Substantial Completion of the work.
Unless otherwise approved by the Owner, restore to original condition all property not
designated for alteration by the Contract Documents.
END OF SECTION
9/9/2005\\Edmdata\sharedoc\173\25 -Harbor Square Rernediation\RA Specs (016)\02315-Ewthwork.doc
02315-9
M
SECTION 02740
PAVEMENT REPLACEMENT AND OVERLAYS
I
PART 1 GENERAL
1.01' DESCRIPTION
A. . This section specifies requirements for hot mix asphalt pavement replacement and overlays,
curbing, and pavement marking. Supply and install new hot mix asphalt pavement and
pavement overlays in the work area as shown on the Drawings, resurface or replace asphalt
paving removed or damaged durmig the worki. install extruded cement concrete curbing; and
apply pavement marking as directed by the Owner's Representative.
1.02 REFERENCES
A. All referencesto -WS''D'OT s'hall referto the.�2004 Standard Specificationsfior Road, Bridge, and
Municipal, Construction of the jWashington State Department,offransportation.
B. 29 CFR 1910 - Occupational Safety and Health Regulations
1.03
QUALIFICATIONS
A. Provide a sufficient number of competent personnel experienced in this type of construction and
able to carry out the work specified.
1.04 , CONTRACTOR RESPONSIBILITY
A. Furnish all labor, equipment, supplies, and materials necessary to perform all pavingactivities
associated with the work under this Contract.
B. Protect all utilities and existing site features from damage during implementation of the work
under. this section.
1.05 SUBMITTALS
A. Prepare and submit a list of proposed suppliers, -referencing the materials or supplies to be
provided and used in the paving,operations.
B. Submit prior to importing any pavement section material to the site:
I . Certification of gradation and material compliance with these Specifications, along with
copies of the associated laboratory test results.
2. Material gradation and moisture -density compaction curve reports for each type and source
of imported material.
3. Samples of all imported fill materials (of sufficient volume for any laboratory tests
requested by the Owner).
4. Certification that the imported material was obtained from a commercial quarry or pit
permitted by the State of Washington.
919/2005\\Edmdata\shiLredoc\173\25 -Harbor Square Remediation\RA Specs (016)\P2740-Pavcmcnts.doc
02740-4
5. Hot mix asphalt mix design, certification of compliance with WSDOT Sections 9-03.8(2)
and 9-03.8(6), and maximum density of the hot mix asphalt determined by WSDOT FOP
for AASHTO T 209 (rice density).
C. Whenever the source or stockpile from which the -imported materials are obtained is changed,
certificates of compliance and the required laboratory test results from these new sources will
also be required at no additional cost to the Owner.
PART 2 PRODUCTS
2.01 CRUSHED ROCK TOP COURSE
A. Crushed rock top course material placed under hot mix asphalt pavements shall be crushed
surfacing that conforms to WSDOT Section 9-03.9(3).
2.02 HOT MIX ASPHALT PAVEMENT
A. Hot mix asphalt pavement shall be similar to Class "B" asphalt concrete pavement and shall meet
the requirements of Section 5-04 and related sections of the WSDOT Standard Specifications,
including:
I Aggregate for hot mix asphalt shall be HM[A Class 1/2 inch conforming to WSDOT
Section 0-03.8.
2. Asphalt cement shall be PG 64-22 conforming to WSDOT Section 9-02.1(4)A.
2.03 EXTRUDED CEMENT CONCRETE CURBING
A. Concrete curbing shall conform to WSDOT Section 8-04.3(l).
2.04 PAVEMENT MARKING
A. Pavement marking shall conforin to WSDOT Section 8-22.
PART 3 EXECUTION
3.01 ALIGNMENT, GRADES, AND SUBGRADE
A. Prepare and compact the underlying subgrade to the lines, grades, and slopes that match pre-
existing conditions and that provide for positive drainage to the onsite storm drain collection
facilities, in accordance with Section 02315.
B. Saw cut edges of existing pavement to which new pavement will abut to form a square, true line.
Existing pavement immediately adjacent to areas to be paved shall be competent and unbroken.
Remove existing pavement ramps previously placed at the transition zones of the pavement
overlay area.
C. Make all necessary adjustments to the top elevation of utility vaults and surface monuments as
needed to maintain flush conditions with the final pavement grades and slopes.
9/9/2005\Tdrnd&t.\sh.do.\173\25 - Harbor Square Retnediation\RA Specs (016)\02740- Pavernents,doc,
02740-2
3.02 CRUSHEDROCK TOP COURSE . . 1i
A. Place a minimum 8-inch compacted thickness of crushed rock top course material. Crushed rock
surfacing shall bemoisture conditioned to near its optimum, moisture contenti placed. in4ayers
not exceeding 8,inches loose depth, compacted to at least 95 percent of its maximum, dry density
as determined by ASTM D 1557, and graded untilthe desired finished grades and slopes have
been achieved.
B. Maintain the final surface until it is paved. If ruts, soft spots, or other types of damage occur
before paving, repair and recompact the damaged area.
3.03 HOT MIX ASPHALT PAVING
A. Mix; place, and compact hot mix asphalt pavement in accordance with WSDOT Section 5-04.
Existing surfaces to be resurfaced shall be prepared as specified in WSDOT Section 5-04.3. The
compacted depth of one lift shall not exceed two inches.. Compact each lift of hot mix asphalt to
at least 91 percent of the maximum density determined by WSDOT FOP for AASHTO T 209
(rice density).
B. Where hot mix asphalt pavement connects to existing pavement, transitions shall be a smooth
surface match. ., , . .1 . I . . I
3.04 EXTRUDED CEMENT CONCRETE CURBING
A. Install extruded cement concrete curbing in accordance with WSDOT Sections 8-04.3(l). and
8-04.3(1)A at locations designated by the Owner's Representative.
3.05 PAVEMENT MARKING
A. Install pavement marking in accordance with WSDOT Section 8-22 to delineate parking areas
and travel lanes in a manner consistent with existing pavement marking in -the Harbor Square
Complex, or as otherwise directed by the Owner's Representative.
END OF SECTION
9/9/2005\\Edmdata\shuedoc\173\25 -Harbor Square Remediadon\RA Spers (016)\02740- Pavernents.doe
02740-�3
Sewall Wedand Consulfing, Inc.
276U Cmfi"m Way SE #2 Mom 253&9M515
Cbvigbm WA W92 Fmc XxM24M
December 11, 2013
Neil Fallon
American Brewing Company
180 West Dayton Street, Warehouse 102
Edmonds, Washington 98020
r,
0 jrkt
DEC 2013
UEVELOPP464T S
COUIV74ftES
RE: 3925 151st Avenue SE— Critical Area Enhancement Plan
City of Edmonds, Washington
SWC Job # 13-191
Dear Neil,
As required by the City of Edmonds, we have prepared this Critical Area
Enhancement report to compensate for your work within the existing
developed area of the 200'wetland buffer of the wetland known as the
Edmonds Marsh.
The proposed project is the construction of a 880sf cold storage building,
a 120sf chiller, and a 113sf grain silo for the brewing operation (total
area of improvements 1, 1 l3s�. All of these improvements will occur in
an existing developed paved and gravel area between the brewery, and
the lifeboat rescue practice facility and Edmonds Marsh boardwalk.
Although this area is already developed, it is technically within the 200'
buffer width of the Edmonds Marsh. City Ordinance No.3935 allows
development within these areas in exchange for improvements or
enhancements of the critical area. As described in Edmonds Municipal
Code 23.40.220.C.3.;
3. Development Proposals Within Footprint of Development Existing Within
Critical Areas and/or Buffers. Development proposals in the footprint of
development within critical areas and/or buffers may by allowed as long
as the proposed development.
a. Does not increase the footprint of development beyond the legally
established footprint;
American Brewing/# 13-191
Sewall Wetland Consulting, Inc.
December 11, 2013
Page 2
The proposed improvements are within the existing developed area and
do not expand the legally established footprint.
b. Does not increase the impact to the critical area and/or buffer; or
There is no impact on the critical area, nor for that sake the functioning
buffer. All work is within an area segregated from the wetland and the
buffer by landscaping, fences and a boardwalk. The proposed
improvements will have no impact on the critical areas function.
c. Does not increase the total impervious surface area of the site;
The entire area of the proposed development is a legally established
impervious surface that already exists. No expansion of the impervious
surface is proposed.
d. Does not increase risk to life orproperty as a result of the development
proposal; and
There is no risk to life or property from the proposed improvements.
e. Includes measures to enhance the critical area and/or buffer in a way
that improves its function and value.
The proposed impact of 1, 1 13sf of the existing developed buffer is
proposed to be mitigated by installing 34 shrubs and 60 groundcover
native plantings along 1,200sf of buffer within the Ports ownership along
the edge of the marsh as depicted on Page 3 of this report. This area is
just east of the boardwalk entrance and is a grass covered slope down to
the edge of the marsh. This area has little functional value in its current
state. This planting will provide additional protection to the wetland as
well as provide some vertical structure, source of organic matter and
habitat to this portion of the buffer with little functional value.
We propose planting 14 nootka rose (Rosa nootkana- 1 gallon container),
10 red flowering current (Ribes sanguineum-1 gallon container), and 10
indian plum (Oemlaria cerasiformis - 1 gallon container). In addition, 30
oregon grape (Berberis nervosa) and 30 salal (Gaultheria shallon) will be
installed in this area as a native groundcover.
American Brewing/# 13-191
Sewall Wetland Consulting, Inc.
December 11, 2013
Page 3
Above: Aerial photograph showing location ofproposed buffer
enhancement plantings.
As detailed in ECDC 23.40.130.B, Performance standards for the project
shall include measurable specific criteriafor evaluating whether or not the
goals and objectives of the mitigation project have been successfully
attained and whether or not the requirements of this title have been met.
This buffer enhancement plan is a simple planting plan. We are
proposing a 3 Year monitoring period as allowed by ECDC 23.40.130.D.
The performance standards for the success of the is mitigation shall be
as follows;
Year 1. 100% survival ofplanted vegetation. Not more than 10%
invasive coverage in the enhancement area.
Year 2. 80% survival ofplanted vegetation. Not more than 10%
invasive coverage in the enhancement area.
Year 3. 80% survival ofplanted vegetation. Not more than 10%
invasive coverage in the enhancement area.
American Brewing/#13-191
Sewall Wetland Consulting, Inc.
December 11, 2013
Page 4
Vegetation will be inspected during each monitoring visit to be conducted
in September of each year. A monitoring report to the City will follow
each field monitoring detailing the progress of the project.
If you have any questions in regards to this report or need additional
information, please feel free to contact me at (253) 859-0515 or at
esewaIV&sewallwc.com.
Sincerely,
Sewall Wetland Consulting, Inc.
Ed Sewall
Senior Wetlands Ecologist PWS #212
Blue CollarDoghouse 12/20/2010 1:49:03 PIVI Scale: 1:2.72 Height: 8.803 Length: 20.345 in
�PL�ANNNINNOG
Black.5" Sintra with digitally
printed graphics
CITY OF EDMONDS
BUILDING DEPAP,15.4EN'
WORK—,V
ADDRESS
_g
_f - _
OWNER VA
APPROVEDDATFEE- �-�(o
BLDG. OFFICIAL.
LO&
PERMIT UPIM-PRER
GOOD
41 u(E� Collar CLEAN
ID
FU N
DOGHOUSE
19011
Fastening - 1-.25" 8 WIS
14(v -
Loll.< U)/ Lo"14ZM
A i W 14sp
RECEIVED
DEC 20 2010
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
HEET FILE
Blue Collar Doghouse 12/20/2010 1:45:51 PM Scale: 1:1.65 Height: 13.632 Length: 6.133 in
Existing - 43.8sqft
All signage will be removed
Proposed
41 11 x 190" (54 sq ft)
RECEIVED
DEC 20 2010
DEVEDPMW SUmM CTR.
MY OF ED"DS
Blue CollarDoqhouse 12/20/2010 1:44:34 PM Scale: 1:1.63 Height: 13.042 Length: 12.185 in
12 Oft
Bldg 104
19.4ft recessed
entrance
9oft
-6
30ft
41' x 190' (54 sq ft)
RECEIVE6
DEC 20 2010
DEVELOPMENT SBWES CTp
CITY OF EDMONDS
t'r e 9--k- - T:��
OV EQAf
CITY OF EDMONDS
121 5thAvenue North Edmonds, WA 98020
Phone: 425.771.0220 Fax: 425.771.0221 - Web: www.ci.edmonds.wa.us
DEVELOPMENT SERVICEs DEPARTMENT: PLANNING DiviSION
ADMINISTRATivE DESIGN REviEw
-STAFFDEasioN-
BLD20100972 Project Proposal:
The business located in 180 West Dayton Street, Suite 101, is changing its name to Blue Collar
Doghouse and applying for a new, non -illuminated, wall mounted sign reflecting the name
change.
Property Owner
Port of Edmonds
336 Admiral Way
Edmonds, WA 98020
Design Review Process:
Applicant -
Tracy Miller
23715 29th Ave W
Brier, WA 98036
The proposed project requires a Design Review. Projects that remain under the SEPA threshold
are reviewed by staff with the building permit and the design review is considered an
administrative Staff Decision subject to the requirements of ECDC 20.60 (Sign Code) and is a
Type I decision pursuant ECDC 20.01.003.A.
Analysis:
1 Location. The project site is located at 180 West Dayton St, Suite 101. The site is zoned.
CG — General Commercial through.a. contact rezone (R- 1979-4); however, conditions of the
contract rezone state that signs will be subject to the requirements of the BC zone. The
comprehensive plan designation for the site is Downtown Master Plan and is located'in the
Downtown/Waterfront Activity Center overlay.
2. Sign type. The proposed sign is a non -illuminated wall mounted sign, which is a permitted
sing type in the Downtown/Waterfront Activity Center.
3. Size. Sites within the BC zone are permitted I square foot of sign area per lineal foot of wall
containing the main public entrance. The Blue Collar Doghouse business space has 60 lineal
feet of frontage and is therefore permitted a maximum sign area allowed of 60 square feet.
The proposed wall sign is 54 square feet and compliant with the size requirements.
4. Color. The proposed wall sign color of black background with blue.and white lettering is
acceptable.
5. Height. Pursuant to ECDC 20.60.030.B, the maximum height of a sign is 14 feet or the
height of the face of the building. The proposed sign will be placed within the recessed
opening of the business, which is approximately 12 feet high. The sign will be placed below
14 feet and is compliant with the height limits for wall mounted signs.
STREET FILE Page I of 2
File No. BLD-2009-00512
Just Frogs and Toads Too
300 Admiral Way
Decision:
Based on the facts and conclusions of this report, staff finds that the design review for this
project (File No. BLD20100972) is APPROVED.
I have reviewed the application for compliance with the Edmonds Community Development
C- 0&.
Lien, Planning Division
Date
Appeals: Design review decisions by staff under the provisions of ECDC 20.12.030 are only
appealable to the extent that the applicable buildingpen-nit or development approval is an
appealable decision under the provisions of the ECDC. Design review by staff is not in itself an
appealable decision.
Page 2 of 2
PLANNING DATA STREET FILE
-- Signs --
Name:
Date:
Site Address:
t C) V
Plan Check #: BLD-20W
-7 �L
Project Description
Reduced Site Plan Provided: NO)
Zoning:
Comprehensive Plan Designation:
Map Page: J
Eorn:er:L�ot: (YES / NO)
Flag Lot: (YES NO)
ADB File # (or date waived):
TOTAL A r---
rea per )Type of
Type of Sign
Allowed
zone?
in
Matrix
conditions
met?
Allowed
area per
unit
Unit
TOTAL sign
area
allowed for
this siqn
Proposed
sign area
Example
Wall wlinternal
illurrunatibn
Yes w1th
condltlons
Yes
I sq. ft.11ine,31
/t. attached
Wa//
41 ft. attached
wall
41 square feet
20 square feet
Sign #I
(2_,
Sign #2
Sign #3
TOTAL 519n Area for TenanVSMe
Max Permitted:
Previous Total:
Proposed Total:
Sign Height
Sign Type:
Max Permitted: of
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign Type:
Max Permitted:
Actual Height:
Sign -Lighting
Sign Type:
Proposed: y\0 V\-Q-
Allowed in Zone:
Sign Type:
Proposed:
Allowed in Zone:
PLANNING DATA IFST�iET!Mfl
-- Signs --
�i�n Colors
Proposed:
e-
_N_\v-\tX - A--' \,o i,4&� v-,-J
Acceptable?
Requires ADB Approval�
Sign Location
If freestanding and 3-feet
or over (unless
a fence) meets setbacks?
Required Setbacks
Street:
Side:
Side:
Rear:
Actual -Setbacks
Street:
Side:
Side:
Rear:
.. Signs
�tand�inq
Laqq!5i� for?�r
Size:
Location:
Critical Areas Determination ff:
El Study Required
Waiver
Other
Plan Review By:
Gallahers - New store 12-2010 12/21/2010 9:23:47 AM
Scale: 1:10.31 Heiqht: 37.344 Len.qth: 77.145 in
City of Edmonds Building Department
APPR0VFj"ff'% PLAN
v Anwav
55ft
Business frontage
%#Is I "
BULDNG dEj�ARTMENI
ovVNER
BLDG. OFFICIAL -�,
4UMBER
PERMff
APP VED By "AANNNNING
^"or% 0-5%v
ti , mEt i FILE
RECEiVED
DDEC 2 7 20T
I)EvELOPMENT SERVICES CTR-
CITY OF EMONDS
Gallahers - New store 12-2010 12/21/2010 9:29:48 AM Scale: 1:1.61 Height: 12.406 Length: 12.053 in
0)
0
mok
r-10
30ft
(A
0*4
M%
Irmlo
1 55ft
90ft
Bldg 104
12 Oft
RECEIVED
DEC 2 7 2010
DEVELOPMENT SERVICES C'TR.
CITY OF EDMONDS
Gallahers - New store 12-2010 12/21/2010 9:33:45 AM Scale: 1:7.16 Height: 20.352 Length: 74.089 in
32
118
RECEIVED
D rr_- C 2 7 20 10
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
Gallahers - New store 12-2010 12/21/2010 9:25:34 AM Scale: 1:8.88 �Height: 61.580 Length:,66.385 in
101
3116 atahhm otaM atud mkh unamn'Ung
pad @poA@d to a�umhum. Stud h% buff6ad
2 '1 into gaoc'm uo"Ung onatucftn adhsWwa.
99
v G)
(OD (D (D
(D
Ed
0 0
G (D
Rmd mominTuhg Nm[pMa
W
RrECEIVED
DEC 27 2010
DEVELOPMENT SERVICES CTR.
CITY OF EDMONDS
-Wke L5
ENGINEERING DIVISION
AS NOT D4�
A PRff�
1 :2
Date
o"'TREET FILE".
RECEIVEr,,,,
NOV 12 2013
DEVELOPMENT SERV . ICES
COUNTER
up, g
Tw
PTNING
N
Legend
4-
Areas Designated for Soil Removal
0 Catch Basin
Storm Drain
0 Manhole
Fence
— p.vt,.,-r telive—K-r-
Notes
1. All locations are approximate.
2. Monitoring well MW-4 was destroyed and
replaced by MW-6 in 1998.
3. Black and white reproduction of this color
original may reduce its effectiveness and
lead to incorrect interpretation.
9 APPROVED AS NOTED
�y 91
91
17'
180 W Dayton Street
Fj INEERIN 41Gol "I
BY E
Date:
CL
(L
<
9t
vim
a4q
RECEIVE[7
NA4A ty�?
q/ "'116Y AUG 2 7 2004
0 20
Scale in Feet /BbtLDING DEPT.
f I 1� I -----Li
'I 6t(tft Figure
Harbor Square 4k4jrco i
LALANDAU Edmonds, Washington Affected Par ing reas 4 (ja 3
ASSOCIATES C I
-- am= in a a T I
P,
IV
16' -5"
12" N INT RNATIONAIr
SCALE: 1/2" = 1'4'
Manufacture and install One (1) single face non -illuminated
exterior wall mount display
GEMINI Formed plastic letters
#3000 Blue
Helvetica Bold Extended type style
Stud mount flush to wall
"Nothing in this permit approval
interpreted as allo - Process shall be
wing -or permitting the
maintenance of anY mirrently existing ihegaL
nonconforming or unpermitted buildhig;
,or Bite conditi structure
0� which is outside the scope of the
permit application, regardless of whether such
building, structure or. condition is shown on the
Bite plan or drawing. Such building, structure or
condition may be the subject of a separate
enforcement action."
RE-CEIVED
DEC 13 2006
BUILDING DEPT-
Formed Acrylic Letter
Pad bonded to letter
1/4" metal stud
Stud imbedded into wall 1 1/2"
Silicone Adhesive
SEGION INSTALLATION VIEW (NTS)
3' - 4"
22'
,vit'De C
BUILDING ELEVATION WITH PROPOSED SIGN
F-omo"o 5c-p-oa A Put*
�o W. )-;-I 16 1
-32)JNA�ST��
CITY OF EDMONDS
BUILDING DEPARTMENT
WORK Z1,1,e4
ADDRESS/W
OWNER
APPROVED DATE:
XmX
BLDG OFFICIAL
PERMIT NUMBER
APPROVED BY PLANNING WO 5r-
c—roo,o LF-vr:L-
+ 7-4 --
,pp oqge
--e --:� ---- --z 41S
PJ-P
Iz _j+ qoORSELf -DOC- WAS"
E 1411
\A-11 4D a-,J
(�F;(e �wclw
R E C E I V
OCT - 'p! 2003
DEvELoPMENT SEil""-:
. rITY OF EDI-C'! - -
7074L- 1-44A17-AGE Z, -0 /6 It
ST REET F ILE
dwk
eb
N
01
01\
Raised Wood Plank Walk
6
0
V)
0
X
LANDAU
ASSOCIATES
Marsh
W Dayton Street
190 W Dayton Street
(Building 1)
A�N
RW-3
RW 2
Legend
//0/ - - - - - - Exclusion Zone
—X— Contamination Reduction Zone
S RW-1
Support Zone
<
Remediation Area I Boundary
on Street
Proposed Exploration Trench
ig 4)
Recovery Well
Monitoring Well
>\ 1z Underground Communication Utility Vault
0 Catch Basin
Gate Valve
170 W Dayton Street
(Building 5) Water Meter
0
Storm Drain
Water Supply Line
Sanitary Sewer
Marsh RW-4 Telephone/Communication
rvation
Deck Natural Gas
Notes Electrical Power
1 . Black and white reproduction Or this color 0 Fire Hydrant
original may reduce its effectiveness and
160 W Dayton Street f 0 Manhole
(Harbor Square lead to incorrect interpretation.
Athletic Club) I — x — Fence
2. All locations are approximate.
I
0 60 120 Harbor Square Proposed Exploration Figure
Scale in Feet Edmonds, Washington Trench Locations 3
Southeast of Rernediation Area I
N
00,
Oji
190 W Dayton Street
(Building 1)
///�%W-3
RW-2
S RW-1
'00%,
Legend
Remediation Area I Boundary
Proposed Boring Locations
170 W Dayton Street Recovery Well
MW-3 (Building 5)
Monitoring Well
Approximate Location Soil Sample
LAI-SWB-RA"
with Visible Product or TPH-D or
Raised Wood Plank Walk LAI-SWIS-RA11-8 TPH-0 Concentrations At or Above
I \1 2,000 mgikg
LAI-SW119-RAI-8
N \ +
LAI-SW20-RAl-8 Approximate Location Soil Sample
Marsh RW-4 LAI-SW22-RAl-7 with TPH-D and TPH-0
Observation Concentrations Below
X& 2,000 mg/kg, but with TPH-G
Deck
Edmonds Concentrations Above 30 mgfkg or
not Detected at a Detection Limit
Marsh
Greater than 30 mgfkg
Z
Underground Communication Utility
cli
Vault
160 W Dayton Street
(Harbor Square 0 Catch Basin
Athletic Club)
Gate Valve
Property Line Water Meter
E
Storm Drain
Notes W Water Supply Line
Fire Hydrant
1. Black and white reproduction of this color
original may reduce its effebtiveness and 0 Manhole
lead to incorrect interpretation.
Fence
2. All locations are approximate.
0 60 120 Harbor Square Proposed Soil Boring Locations Figure
LANDAU Edmonds, Washington nti 2
ASSOCIATES Scale in Feet I!Edmonds Marsh Impact Assessme
r-7
N
Raised Wood Plank Walk
Marsh
.0
E
0
-e
ASSOCIATES
190 W Dayton Street
(Building 1)
RW-3
RW-2
RW-1
\<
W Dayton Street
/ "� , I I I
(Building 4) <
> Legend
Proposed Boring Locations
Remediation Area I Boundary
CO-� 170 W Dayton Street
Recovery Well
MW-3 (Building 5)
Monitoring Well
LAI-SW8-RAI-6 Approximate Location Soil Sample
. �N with Visible Product or TPH-D or
LAI-SW184;LA1-8 TPH-0 Concentrations At or Above
I
LAI-S\W'19-RAI-8 2,000 mg/kg
LAI-S\W20-111AI-1!�/+ Approximate Location Soil Sample
Marsh RW-4 LAI-SW22-RAl-7 with TPH-D and TPH-0
Observation Concentrations Below
lu Deck \0 2,000 mg/kg, but with TPH-G
Concentrations Above 30 mg/kg or
not Detected at a Detection Limit
Greater than 30 mg/kg
Underground Communication Utility
Vault
160 W Dayton Street
(Harbor Square 0 Catch Basin
Athletic Club) N Gate Valve
Property Line E3 Water Meter
-SD Storm Drain
Notes W Water Supply Line
1. Black and white reproductIn of this color 0 Fire Hydrant
original may reduce its effectiveness and 0 Manhole
lu lead to incorrect interpretat on. Fence
2. All locations are approximate.
0 60 120 Harbor Square Proposed Soil Boring Locations Figure
Scale in Feet Edmonds, Washington ]Edmonds Marsh Impact Assessment 1 2
W Dayton Street
I
9
0
K,
10
C�'
190 W Dayton Street
0�/
Raised Wood Plank Walk
16
Z51
-e
X
14 LANDAU
ASSOCIATES
(Building 1)
W 3
1!� RW-2
o 1111f
/10/
RW
180 W Dayton Street
(Building 4)
\ \\O—
\-�MW-3
Marsh -
Observation
-1 Deck
Edmonds
Marsh
RW-4
170 W Dayton
(Building!
0
160 W Dayton Street
(Harbor Square
Athletic Club)
0 60 120
WMENES"
Scale in Feet
Notes
1. Black and white reproduction of this color
original may reduce its effectiveness and
lead to incorrect interpretation.
1
2. All locations are approxima i te.
Harbor Square
Edmonds, Washington.
Legend
- - - - -
- Exclusion Zone
Contamination Reduction Zone
—X—
Support Zone
Remediation Area I Boundary
Proposed Exploration Trench
S
Recovery Well
0
Monitoring Well
W
Underground Communication Utility Vault
0
Catch Basin
Gate Valve
Water Meter
Storm Drain
w
Water Supply Line
Sanitary Sewer
Telephone/Communication
Natural Gas
Electrical Power
0
Fire Hydrant
0
Manhole
x
Fence
Proposed Exploration
Trench Locations
Southeast of Remediation Area I
Figure
3
I
S-W F-
180 W Dayton Street
180 W Dayton S
treat
Raise
Plank Walk
Edmonds Marsh
IL
J,
Replacement Water Main and
I Distribution Line and Service
Connections
0 3D 6D
S.* M F_ I
170 W Dayton Street
Approximate Location N
of Water Main Section
to be Removed and �<*
Replaced (See Details
1, 2, and 3)
0
8"0 D.I. Water Main
to be Removed
8"0 D.I. Water Main
Left Undisturbed
2Expandable
- -
- - - - - - - - - - - - - -
C-Ring Seal to be
Petroleum Contaminated
Left in Place Until
Soil to be Removed
Clean Backfill is
Placed (Typ of 2)
5'Min 5'Min
Detail 1 48'
Removal of Section of Water Max.
Main for Excavation of Soil Not to Scale
Notes:
1 . New water main shall be class 52 d.i.p. with
restrained joints
2. Cap or plug abandoned water main while
under construction.
3. The new water main between the charged
caps must be pressure tested and purity
tested before connecting to the existing main.
Legend
0
Catch Basin
Storm Drain
Water Supply Line
- - - - - - -
Section of Water main to be
Removed and Replaced
Portion of Water Main Currently
Isolated and De -Energized
Water Meter/Service Vault
C)
Fire Hydrant
0
Manhole
Fence
TRENCH EDGES MUST BE SAV CUT
AND TACKED PRIOR TO FINAL TRENCH
PATCH
ZIW
X,
X
.9
In
X
0
U
PIPE BASE -SHALL BE R
AS DIRECTED BY THE El
TO SEC 7.10 OF WSDaT
SPECIFICATIONS FOR R0
& MUNICIPAL CONSTRUC'
Detail 3
Final Backfill Water Main
Section
8"0 D.I. Water Main 8"0 D I Replacement
Left Undisturbed Water M-ain
8"0 Lana SIPPVP J
W )(
Coupling (Typ of 2)
APPROVED AS NOTED
R BY ENGINEERING
Detail 2
Replacement of Section of
Date;
Water Main IZZ Not'to Scale
NLY
REFER
CL'B'ASPHALT
TRENCH PATCH
(2- MIN. DEPTH)
SEE CITY OF EDMONDS.
MODIFICATIONS TO DIVISION 9
'OF VSDOT STANDARD
SPECIFICATIONS FOR ROAD,
BRIDGE AND MUNICIPAL
CONSTRUCTION.
8-INCH DIAMETER WATER
MAIN DUCTILE IRON PIPE
Not to Scale
MS—D 173025.018
LANDAU Harbor Square -rE
DBY: 14 ASSOCIATES Edmnds, Washington i o/1 a/2005
—�D 130 2nd AVENUE S. S�ET 2 OF 2
DATE EDMONDS, WA. 98020 Details �.- W�
REVISIONS DESIGNED REVIEWED JAPPROVED INITIAL DATE (425) 776-0907. FAX (425) 778-6409 Y-2
N
1\
300
<
X
7
305
5
x
375
8
LIFT STA.# 7
190
15a
CO
15
ill 115 119
EDMONDS
15b CO
8** C 1- 36" DAYTON ST 1q<
7 917
7-9A
:on H7-11
124 PSI
8a Temporary Shutoff
1-17-11 G 120
124 PSI
F/L
123
16a
force main
-7-9G
8"D1
Co
8b
110
7-9A1 1-17-1 1A
124 PSI
7-913
Approximate Area of
Wate.r. Main'Removal
12, -
180
-130
.-11F
-A24,PSI
%:
)��bQR'SQUARE
6EV�bPMENT-
ApglovED By ENGINEERING
LANDAU
ASSOCIATES
160 JW.
:5-1-17-1113
124 PSI
1-17-11 C
7-9D 124 PSI�
8- �l
7-9C. 7-9E
7-20
4" asbestos concrete force
-T
C 1 3
Cy
z
0
2-
0
w
1-17-11 B
124 PSI
Valve to be Used for
Temporar�.Shdtoff
154
Adapted from: City of Edmc
0 100 200
Scale in Feet
rids 2004
Harbor Square
Edmonds, Washington
1-17-117
122 PSI
P -1
0
wo
37603
....... ........
[EMPIRES 09 100/ 0 IS
\1304 -4
\j/ \j"
City Water Utilities
in Site Area
Figure
1
5
LANDAU
[A ASSOCIATES
Approximate Location of Hydrant
0 50 100
Scale in Feet
Harbor Square
Edmonds, Washington
L2EzMEa::1
Legend
0
Catch Basin
SO —
Storm Drain
w —
Water Supply Line
0
Water Meter/Service Vault
Fire Hydrant
0
Manhole
Fence
Portion of Water Main That May Require
Removal/Replacement
Affected Water Service
Connections
Figure
2
VSee Figure 4
ee Figure 5
See Figure 4
>
V1, \
180 W Dayton Street ( 'Y \ > I" -
Excavation
to Date
Raised Wood Plank
Walk
111L
14 LANDAU
ASSOCIATES
Temporary
>2" Blow Off
Assembly
(See Figure/6)
> Y
170 W Dayton Street
See Figure 4
SD------ �� so
f
Install Temporary 8" Restrained Cap on Water Main
Approximate (The pl I ugs and/or caps used in connection with the work
Area to be under i I his item shall be either mechanical joint or slip joint as
Excavated required and shall be manufactured in accordance with
AWWA S ecification C1 10 After the plun or can is instaille
Edmonds Marsh
All
Temporary 2" Blow Off Assembly
Figure
the Cohtractor shall install required blocking to adequately
brace the plug or cap.)
Approximate Location of Hydrant
0 40 80
Harbor Square
Scale in Feet Edmonds, Washington
09 / 29 0,5
Legend
0 Catch Basin
—w— Storm Drain
— W — Water Supply Line
— — — Temporary Water Supply Lines
<8>
Water Meter/Service Vault
0
Fire Hydrant
0
Manhole
Fence
Temporary Water Service Figure
Connections 1 3
I
i; M Revisions
No. Description
M
CD
-< M
C
By Date
American Brewing Company
West Dayton St, Warehouse 102, Edmonds, WA 98020
architects Ps
18105 SUNSET WAY, EDMONDS, WA 98026-5331 425.778.5400
COPYRIGHT: A.D. SHAPIRO ARCHITECTS PS, ALL RIGHTS RESERVED MAY NOT BE REPORDUEC IN ANY FORM WITHOUT WRITTEN PERMISSION
-6
0
E
4)
Z5
0
R
IL
0
z
i
180 W Dayton Street
Excavation
to Date
LAI-NTrench-RAl-7
LAI-SW28-RAl -5
LAI-SW5-RA1-5�'5 1 7
.000,
SD
6b
-Z
Raised Wood Plank
Walk r\
,lA
R EIVED
EC,
DEC 740
ENGINEEFUNG DIVIVON
14 LANDAU
AsSOCIATES
CIE
Edmonds Marsh
Temporary/
2" Blow Ofir
Assembly
k4o., (See Figure 6)
Approximate
Area to be
Excavated
LAI-SW26-RAI-6
N6
RA
LAI-SVV23-RAl-6
,L Temporary 2" Blow Off Assembly
I
APPROVED AS NOTED
BY ENGINEERING
J: I% zwa"__�
Date:
Sift-� dowm Yz) yztpt
rr F�_
L&
4
4-RA1 -7
170 W Dayton Street
Install Temporary 8" Restrained Cap on Water Main
(The plugs and/or caps used in connection with the work
under this item shall be either mechanical joint or slip joint as
required and shall be manufactured in accordance with
AWWA Specification C1 10. After the plug or cap is installed,
the Contractor shall install required blocking to adequately
brace the plug or cap.)
Approximate Location of Hydrant
0 40 80 1 Harbor Square
Edmonds, Washington
Scale in Feet I
EXPIRES 091201o,�6
Verification
Sample
Total Petroleum Hydrocarbons
Diesel
Range
(mg/kg)
Lube Oil
Range
(mgikg)
LAl-SW5-RA1-5
� 101yeve
LAI-SW13-RAl-7
LAI-SW14-RAl-7
)I
LAI-SW23-RAl-6
259
321
LAI-SW26-RAl-6
LAI-SW28-RAl-5
1,100
568
LA !!Len h- 1 -7
36.2
786
1 LA1:-NETreCnch% 1-5
1 600
Legend
(8)
Approximate Location Soil Sample with Visible
Product or Elevated TPH Concentrations
(>2,000 mg/kg)
Approximate Location Soil Sample with Low
TPH Concentrations (<2,000 mgfkg)
or No Detected TPH Concentrations
0 Catch Basin
- SD —Storm Drain
— w — Water Supply Line
— — — Temporary Water Supply Lines
Water MeterlService Vault
Fire Hydrant
0 Manhole
Fence
Figure
Water Utility Work I 3X
APPROVED By IJLL�ANNNI
1 -3 -
a W
MW
18105 Sunset Way, Edmonds, WA 98026
�Existing Build7ing
6TREET HLEREsu-B
Site Plan NUV Z I LU IJ
BUILDING DEPARi/MENT
MY OF EDMONDS
American Brewing Company Al 01-ei
42.9 778.5400 Enter address here .1 11/18/13 1 12491 -00
ENGINEERING DIVISION Site Plan
A!=E AS NOTED
Date.
it (u
c U
18105 Sunset Way, Edmonds, WA 98026 425.778.5400
0 Refrigeration Unit
Note:
Refer to A301 Elevations for structure heights
American Brewing Company
Enter address here 1 11/17/13 1 12491-00
BRIKES" OB
U Cp
NOV 2 12013
BUILDING DEPARTMENT
CIW OF EDMONDS
A201_
Views from North Railroad Level
Note:
Refer to A301 Elevations for structure heights
ffl�z 9 9 0 ff a
18105 Sunset Way, . Edmonds, 98026 425.778.5400
Drive asile pedistrain level looking south
IFIESUB
NOV 2 12013
13UILDING DEPARTMENT
American Brewing Company CITY OF EDMONDS A202_
Enter address here 1 11/17/13 1 12491-00
1 Views from South Railroad Level
Note:
Elevations are set relitave to the existing floor elevation
of the building; elevations values are not linked to
actual sea level.
South Elevation
—1-= 16-0-
rh Roof Level
qU _12V-0Td_'
JU
Second Floor
'Existing ui ing
W
First Floor
_1001-0
0
65
_0
C:
+
C> 0)
Cq
W
West Elevation
10,-o"
M�; -Mai 41
w-=-- spow -M'M "--,a
M ro I M I
18105 Sunset Way, Edmonds, WA 98026 425.778.5400
-Chiller Unit 7 high
1 120 Plate Li
E
Refrigeration Unit
New chiller 7j +/- high, detailed chiller AND
silo compnen.ts are not shown, typical.
Refrigeration Unit
Chiller
American Brewing Company
Enter address here 1 1',1/18/13 1 12491-00
=1 10 Level 1
1011-01
CU
Fn
C'j
W —
Roof Level A--\
121'-0 1/2" I�ZV
Second Floor
112'-l" 5�
First Floor
1001-01,
120 Plate Line
10 Level 1
M—W i �0 —7, �01
S U
NOV 2 12013
BUILDING DEPAiP
CrrY OF EDW,--,N(Y�:
A301
Elevations
41
%WOI I N to*
ARCHITECTURAL
SP-1 TITLE 84. =T, PRojECT DATA, VICINITY MAP
SP-2A GENERAL NOTES
GENERAL NOTES
t
HAR50R SQUARE
OF 25
411
IF
7;
Tr. -Mr TES
-ST DAYTON STREET
A -I 116 SCALE ENANT IMPROVE ENT PLAN/ NO
180 WE
WAREHOUSE BLDG 4- SUITE 102
to
T PLAN/ NOTES
%
if
-2 1/4. SCAU- - TENANT 1mPRovEMEN
14 A
EDMONDS UJA S649,(o
�T 7 -STROOM PLANS/DETAILS/ DOOR SC ED
HT
1.7 A-3 R]= H ULE
i,� I a�A74
Ot
A-4 EXISTING, EXTERIOR ELEVATIONS/ sr=cnow DETAILS
T�o
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jp�,III 1,111
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P,
AMERICAN 5REWING.COMFANY, INC FLUM51NG
17ZE .1
HAR50R Se-)UARE
5IDDER, DESIGN UN ER SEPARATE =RMIT
.150 WEST.DAYTON STREET
Pr
'W"14 1-4
A
&I 1=71 0)
A JA S846 II
4 5IDDER DESIGN— UNDER SEPARATE PERMIT
(253) 241-4550
& V
EDMONDS,'.
-Ei' T FIL""o
WAREHOUSE BLVG 4- SUITE 102 MECHANICAL
(_�.k f I
40 ee),+
% ,7!
ELECTRICAL
V M
UNDER -SEPARATE PEKMIT,
eiDDER DESIGN
-FALLON
I. A nallfallonde aaol=
4* �2 -A
�A ', ' I :
40
zv
I '.. .
-7 CONTACT: N121L
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MDP CONSULTING
jT1 pip
P.O. f3OX 1303"
SUMNER'L WA
(2E,3) &V_2424
markeIndparchitect.00M
I PIF _50N
CONTACT:'.! 1ARK
R EIVED
ECEE
'JUL 0 8 2010
PfflITMENT
BUILDING DE
CITY ()r
I MI i
rZ
RIM
63 0
0
REGI
RC ITE
M A 4RD6. P N
STATE OF WASHINGTON
Fxp. �il_ioTij:
1. Contractor or builder
must verify all dimensions
roceeding with
tion.
2. This plan was designed
to be marketed throughout
many municipalities. The
purchaser mu t verify L :
compliance with all local
a able It In codes
Meli: the hl to be
constructed.
3. Purchaser should have
plans reviewed by e, Uo—
ensed builder and struot—
ural engineer for compI
anee to specific site con—
ditione.
4. These plans should not
be altered by other than a
&us
t%ledstdes' n - arohi—
r ructrearl engineer.
MM No:
h=-102
DATE;
0613012010
S1.
ow�
5/ Povi
STREET FILE
RECEIVED
jut 20ig
E -,EW
BUILDING DEVARTK
�7Y
40
S i �tte P Ina n
1 1,
if 201-010
Project
North
U-1
F.71111,)f"�(,!�11 v . , -0F1
ENGINEERING DIVISION
I PR%E TED
J� AS NO
rMA Date: 11 [J)p
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S', " T "Ri E E T F I L E
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SHEET TITLE
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RESUB
NOV 2 12013
BUILDING DEPAIqTMENT
CITY OF EDMONDS
SCALE: DRAWN BY:
11. = 20'-0" Author
DATE: CHECKED BY:
11/20/13 Checker
PRO.I. No:
12491-00 1
SHEET No:
Issue for Permit