500 ADMIRAL WAY.PDF10020
.500 ADMIRAL WAY
- 11
AD]DRESS:
TAX ACCOUNT/PARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS:
DISCRETIONARY PERMIT
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
DETERMINATION: F] Conditional Waiver E] Study Required [-] Waiver
PERMITS (OTHER)P7(P/
b�:333(Notodo)/qLkO-7-7-7
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED:
SIDE SEWER PERMIT(S) #: 6
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
FOR:
WATER METER TAP CARD DATED:
LATEMP\DST's\Fonns\Street File Cheeklist.doc
.:CITY OF EI)MONDS
18 9 0
c�z
Address of Construction:
Property Legal Description (IncILWe all easements)
RgC:F_.1VE!Q .v
/Ro'r
SIDE SEWER PERMIT
PERMIT N2 9023
A
APQ
60 11�-XNORKS
R
DEPI
I %JW-!-
#Zi
Owner and/or Contractor:
State Lkerf�e No'.'
7
Builcli�g Permit No. n
E DMONOS
0 Single Family
Invasion into City Rig�t-of-Wa Y: P9 No
ETR T MENT PL:AN]T
Et
0 Multi -Family, (No.- of Units
RW Construction Permit No.
e-Commerciai
Cross other Private Property?§'No 13 Yes
11 Public
g.
t
A tach'lbgal description and copy
of recorded easement
I certify th'arM-55'eread/and shall comply with all city requirements Date/
as indicated on the ba�k of the Permit Card.
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE 6NL�
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
00
Permit Fee* Issued By
0
Trunk Charge: Datelssued�'
a
Assessment Fee: Receipt No.:
Lid No.: iA� cX7-D A.? 0 -r C 7-0 500"et i7- 11fA1_!i0 e.*,-'y
0 4 t-j 0 AL
Partial Inspection: A..�,) -1-4, c_t�ot-;�,o A"'H &ess.' 'r-%T 4"A'—p- Date 4f, z I nitial
Commen'ts
Z
Reason Rejected: Date —Initial
Final Inspection Approye"cl: Date&FW initial C-,ZUZ�,_
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Greert Copy: Inspector Buff Copy: Applicant
Revised 3!90
PLANNING DATA
NE,w bom ric-e-c t,4,, L,
NAME: lula CDT --
SITE ADDRESS t1M ADHOtDATE:— Ille lql.
01 - - / 9y—,33Z-
ZONING: el) PLAN CHK#:
PROJECT DESCRIPTION:
USE(S) PROPOSED: T�;� 6rM4&e ALLOWED?: '%�
LEGAL NONCONFORMIWG LAND USE DETERMINATION ISSUED, -(Y/N)
CUP File: I
ADB FILE #: '97- 7Z)�ff allffDIAME WAIVED:
PLANS MATCH APPROVED PLAN:
PARKING:
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Use: No. Spaces Required:
X (floor area, # employees, etc.) =
Total Required: Actual Provided:
SETBACKS:
Required Setbacks:
Front: — Left Side: ----Right Side: Rear:
Actual Setbacks:
Front: — Left Side: Right Side: Rear:
Street map checked for additional setback required? -1 _(Yes/No)
MAXIMUM FLOOR AREA:
Maximum Allowed: Actual:
BUILDING HEIGHT:
Maximum Allowed: Actual Height'.
Modulation Allowed?: Modulation Height:
Datum Point: —Datum Elevation:
LANDSCAPING:
Matches ADB approved:
Bond: t-4-Z>
SUBDIVISION:
CRITICAL AREAS
*Afi1cs\perm1\t^PLANDAc.D0C C aLftr )
SEPA DETERMINATION:
SHORELINE REQUIRED?: (-JI-76
LOT AGGREGATION REQUIRED?:
OTHER: -
Plan R6view By-
CAfi1cs\pcnnt%^PLANDAc.D0C
P n)
LID j4wn
PeratroVich, Nottingham & Drage, Inc.
Engineering Consultants
811 First Avenue, Suite.260 - Seattle, WA 98104 - (206) 624-1387 * Fax (206) 624-1388 * E-mail: mail@pndsea.com
March 13,2001
Jeanine L. Graf
Building Official
City of Edmonds
121 5h Avenue North
PN&D 98445.01 celvelo
BE
15 20
SUILD'"G fWoNDS
CAV OF
Edmonds, WA 98020
ge-
R, o� I(ermit No. 200912- S ctural Observation Cert'fication Letter
Dear Ms. Graf-
PN&D performed a final quality assurance inspection on the boat storage racks at the Port of
Edmonds on March 13, 2001 as required under UBC Section 1702. The inspection did not report
any deficiencies and verified the rack assembly was completed in accordance with the drawings.
Daily quality control inspections were performed by Bob Yeager of the Port of Edmonds. The
daily inspections are consistent with the final inspection performed by PN&D.
Please call if you have any quest,ions.
Sincerely,
Peratr vich, Nottingham and Drage, Inc.
`5
Gary Watters, P.E.
Senior Engineer
Cc: Bill Toskey, Port of Edmonds
A
CITY OF ED ONDS
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
/0C. IS90
Directions: Applicants are to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant Improvement/remodel project.
PLAN CHECK #:
APPLICANT
�DATERECEIVED.
PROJECT ADDRESS ?SO4 4VVW1,a4,1- 1,11,4-1-1 UNIT #
PROPERTY TAX ACCOUNT PARCEL #,421,�, 0 9
DESCRIPTION OF WORK e
OWNER P H 0 N E -7 ;7
CONTACT PERSON
ZZ1,,91 72!-Z� PHONE
FAX E-MAIL
MAILING ADDRESS
FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATIONix ORDFrR TO MAKE A COMPLEIE APPLICAVON AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
DATE-
600,E E0ITId'N,S . -1-1 1997 UBC, UMC, UPOC', WSEC, VIAO WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS
NUMBER OF EMPLOYEES
ini ii,r� n r% tmr- A Aital r� A�
Ir. rn r n U a %ACIZ
EXISTING PROPOSED
STRUCTURAL CALCS PROVIDED 11 LIGHTING BUDGET PROVIDED [:]
EXISTING AUTOMATIC SPRINKLER SYSTEM MANUAL AUTO NONE
EXISTING FIRE ALARM SYSTEM 1:1 YES NO
DISCRETIONARY APP*ROVALS ADB CU OTHER
TOTAL PARKING SPACES DEDICATED TO TENANT
FIRE PROTECTION INFORMATION (City Use Only)
ALTERATIONS TO EXISTING SPRINKLER SYSTEM
ALTERATIONS TO EXISTING FIRE ALARM SYSTEM
(See plans for, locations)
FIRE EXTINGUISHER TYPE/RATING QUANTITY
STAFF COMMENTS.
L
SEPARATE PERMITS (City Use Only)
MECHANICAL/HVAC FIRE SPRINKLER
PLU M6.1NG
GREASE TRAP
r
jAny request for modification,
variance or other administrative
'deviation (herinafter "varlanceu)
must be specifically called out and
;identified. Approval of any plat or
,plan containing provisions which do
not comply with the city code and for
which a variance has not been
,specifically Identified, requested and
,considered by the appropriate city
offical in accordance with the
'appropriate provision of city code or
,state law does not approve any
.items not to code specification.
1�1
PERMIT ISSUANCE APPROVALS (City Use Only)
... I - ........... ..... ...
PLANNING REVI . EW & APPROVAL DATE
CONDITIONS OF APPROVAL:
FIRE REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
When Recorded, Return to:
SHORT CRESSMAN & BURGESS� PLLC
Attention: Robert E. Hibbs
3000 Wells Fargo Center
999 Third Avenue
Seattle, WA 98104
Grantor: 1) Port of Edmonds
RECEIVED RECEIVEL
0 C T 0 4 2000
BUILDING DEPT. t E�r 4 �) ZLIN
PERAfROVIDOOTTINGHAIv,
& DRAGE - SFATTLE
Grantee: 1) Union Oil Company of California
Legal Description (abbreviated): Portion of Government Lot I in Section 26, Township 27
North, Range 3 East, W.M.
Additional on: Exhibit A
Assessor's Tax Parcel ID #: 262703-2001-0001
EASEMENT AGREEMENT
91
This Easement Agreement ("Agreement") is made as of Jrfy--�� 2000, between
the PORT OF EDMONDS, a Washington municipal corporation ("Port"), and the
UNION OIL COMPANY OF CALIFORNIA, a California corporation d.b.a.
UNOCAL ("UNOCAL").
RECITALS
A. The Port has constructed a dry stack boat storage facility and other
improvements (the "Facility") on real propert � owned by the Port in an area known
y
generally as the Port of Edmonds South Marina more particularly described i n Exhibit A,
which is attached hereto and incorporated herein by this reference (the "Port Property").
B. UNOCAL originally owned the Port Property until May 6, 1957, when
UNOCAL conveyed the Port Property to the Port pursuant to that certain deed recorded in
the real property records of Snohomish County, Washington (Snohomish County.
Recording Number 1236170) ("Deed"), attached hereto as Exhibit B and incorporated
herein by this reference. When UNOCAL conveyed the Port Property' it retained a 60-
foot-wide access easement ("Access Easement") across the Port Property. The Access
Easement benefits waterfront property, a wharf, and other property which have continued
273115 v.8/5N4W02!/0 18405.00004
I
to remain under UNOCAL's ownership ("UNOCAL Property") and are located south of
and adjacent to the Port Property. The Access Easement is more particularly depicted on
a map attached hereto as Exhibit C and incorporated herein by this reference, which map
is a portion of the map attached as Exhibit A to the Deed.
C. The Facility is constructed over, across, and through the Access Easement
and interferes with UNOCAL's use and enjoyment of the Access Easement.
D. The UNOCAL property is currently accessed by an approximately 45 feet
wide access road (the "Current Access") to access the UNOCAL Property. The Current
Access is located to the east of the Access Easement and the Facility and is more
particularly described in Exhibit D, attached hereto and incorporated herein by this
reference. The Current Access is on Port Property and Burlington Northern and Santa Fe
Railroad Company's property east of the Facility (the "Railroad Property").
E. In 1997, the Port applied for various permits and approvals necessary for
the demolition of the storage structures located on the Port Property at that time and for
the construction of the Facility. On September 16, 1997, the City of Edmonds Hearing
Examiner issued a decision in case numbers SM 97-70 and ADB 97-72, approving the
Port's applications subject to certain conditions. One of those conditions states that "The
issue of UNOCAL's easement across Port property in the location of the proposed dry
stack storage facility must be resolved prior to issuance of any building permits for this
project ." (the "Examiner's Condition.")
In January 1999, the City of Edmonds issued a permit for construction of
underground utilities on the Port Property (Permit No. 990024). In March 1999, the City
issued a building pen -nit for the dry stack storage facility (Permit No. 990115). The Port
commenced construction activities upon issuance of each permit
NOW, THEREFORE, in consideration of the agreements contained herein, the
parties hereby agree as follows:
AGREEMENT
1. Construction Activity . Construction activities have been conducted by or
on behalf of the Port. These construction activities. include, but are not limited to,
construction and installation of curbing across the entire south end of the Access
Easement, and location of equipment and meters within the Access Easement, the
construction of a sewer lift station, the construction of stacked storage structures, and the
installation of an electrical control panel in the Access Easement.
2. No Interference. The Port agrees and covenants that, as to property within
273115 v.8/5N4WO2!/0 18405.00004
2
E
0
the Current Access which is also within the New Easement granted hereafter, no future
construction activities conducted by or on behalf of the Port on the Port Property, whether
or not associated with the Facility, will render unusable or impassable, block, or
otherwise interfere with any use pen-nitted or actually made of the Current Access by or
on behalf of UNOCAL.
3. Grant of New Easement. The Port hereby grants to UNOCAL a new 60-
foot wide permanent easement across the Port Property in the forrn and at the location as
described in the attached Exhibit E (the "New Easement"). UNOCAL shall have the
right to record the New Easement against the Port Property.
4. Improvements to New Easement.
a. Construction of Improvements to Easterly 40 feet of New
Easement. Upon UNOCAL's request, the Port shall promptly present a schematic to
UNOCAL for redesign of the easterly 40 feet New Easement. Following UNOCAL's
approval of said schematic, the Port shall commence design permitting and construction
of the roadway to City Standards (the "Improvements") and designed to the satisfaction
of UNOCAL. The Port agrees that it shall commence and proceed with all due diligence
the design, permitting, construction and approval of the Improvements such that the
Improvements shall be completed as soon as possible but in any event no later than one
hundred eighty (180) days from issuance.of final permit.
b. Improvements to Westerly 20 Feet of New Easement. If (i)at any
time the improvement of the Westerly 20 feet of the New Easement is needed in
connection with the development of the UNOCAL Property, (ii) UNOCAL deems its
rights or interests in the New Easement, as being in jeopardy of being reduced or altered
in any way, or (iii) if required by lawful order of an administrative agency with
jurisdiction, or by direction of the Edmonds City Council, then, UNOCAL or its
successor or parties other than the Port shall improve the westerly 20 feet of the New
Easement with a roadway, curbs, sidewalks, drains and lighting constructed to City
Standards (the "Improvements") and designed to the satisfaction of the improving party.
5. Maintenance of New Easement. The Port agree&and covenants that it
shall be responsible for maintaining the easterly 40 feet of the New Easement in good
physical condition and in conformance with City Standards at all times and will
reimburse UNOCAL for all costs or expenses incurred by UNOCAL in connection with
said maintenance. The Port shall have no obligation to maintain the westerly 20 feet of
the New Easement. Should the City of Edmonds accept as a dedicated right-of-way and
agree to maintain the New Easement or a portion thereof, then in that event the Port's
obligation to maintain shall cease as to that portion. UNOCAL agrees to cooperate. in the
dedication of said easement to the City. The Port shall keep the New Easement free and
273115 v.8/5WWOV/01 8405.00004
3
clear of all impediments and interferences, including, but not limited to, any existing or
hereafter constructed improvements or structures. If any such impediments or
interferences exist in the New Easement at any time after the UNOCAL Notice, the Port
shall be required and hereby covenants to remove them immediately or to repair the New
Easement so that access is no longer impeded.
6. Termination of Access Agreement. UNOCAL and the Port agree to the
immediate termination of the Access Easement described on Exhibit C.
7. Future Realignment. In the event that the Port acquires additional
property from BNSF (of equivalent width, accessibility and configuration to the New
Easement) easterly to the New Easement, UNOCAL, and its successors in interest, agree
that the New Easement, and Additional Easement may be moved east onto such property
as may be acquired. All costs of the movement of the easements and improvements shall
be at the expense of the Port.. In the event that any part of the New Easement or
Additional Easement has been dedicated to the City, such realignment shall be
accomplished pursuant to a vacation and realignment agreement.
8. Authority to Execute. Each person executing this Agreement represents
that he or she is authorized to enter into this Agreement on behalf of the party that such
person represents on the terms and conditions herein stated.
9. Covenants Running Wi - th the Land. The terms of this Agreement are
intended to be and shall constitute covenants running with the land, and shall inure to the
benefit of the UNOCAL Property and shall burden the Port Property. The covenants shall
be binding upon the Port, as owner of the Port Property, and upon successors to and
assigns of the Port Property.
10. Right to Record. UNOCAL shall have the right to record this Agreement
in the real property records of Snohomish County, Washington. UNOCAL shall pay all
fees and charges incurred in connection with such recording and shall upon request
provide the Port with a copy of the recorded document.
11. Counterpart Execution. This Agreement may be executed in
counterparts, each of which shall constitute an original and all of which together shall
constitute one and the same document.
12. Governing Law. All questions concerning the interpretation or application
of provisions of this Agreement shall be decided according to the laws of the State of
Washington. Venue for any legal action relating to this Agreement shall be in the court
with appropriate jurisdiction in Snohomish County, Washington.
273115 v.8/5N4WO2!/0 18405.00004
4
. 13. Notices. Any notices required or permitted hereunder shall be mailed by
certified or registered mail, postage prepaid, return receipt requested, at the addresses
specified below, or at such other addresses as may be specified in.writing by the parties
hereto:
If to UNOCAL:
Gary E. Gunderson
UNOCAL
11720 Unoco Road, Bldg C
P.O. Box 2004
Edmonds, WA 98020
(425) 640-7612
With copies to:
Nargis Choudhry, Esq.
UNOCAL
376 Valencia Ave.
Brea, California 92823
(714) 577-1688
and to:
Robert E. Hibbs, Esq.
SHORT CRESSMAN & BURGESS, PLLC
3000 Wells Fargo Center
999 Third Ave
Seattle, Washington 98104
(206) 682-3333
If to the Port of Edmonds:
William Toskey
Port of Edmonds
336 Admiral Way
Edmonds, WA 98020
with a copy to:
Walter Sellers
402 5th Ave. So.
273115 v.8/5N4W02!/01 8405.00004
5
Edmonds, WA 98020
(425) 670-8138 (Fax)
14. Recitals. The recitals are hereby incorporated herein by reference.
15. Successors and Assigns. This Agreement and the provisions herein shall
be binding upon and inure to the benefit of the parties' respective successors and assigns.
EXECUTED as of the day and year first above written.
PORT OF EDMONDS
B
Name
Title
UNION OIL COMPANY OF CALIFORNIA
USA
C-11-D C-/N
Name PC. STERN- mANAr.Fg, WPSIPRN Div ETS
Title ASSET MANAGEMENT GROUP
273115 v.8/5N4WO2!/0 18405.00004
.6
STATE OF CALIFORNIA I
COUNTY OF ORANGE I SS -
ON SEPTEMBER 8, 2000 BEFORE ME, HEIDI A. WOLLNER, NOTARY PUBLIC ,
PERSONALLY APPEARED P. C. STERN , PERSONALLY KNOWN TO ME TO BE THE PERSON WHOSE
NAME IS SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE
SAME IN HIS AUTHORIZED CAPACITY, AND THAT BY HIS SIGNATURE ON THE INSTRUMENT THE PERSON, OR
THE ENTITY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT.
WITNESS my hand and official seal.
NOTARY'S SIGNATURE
- - - - - - - - --
jILT71 4!7.7
0. owl - g
li L
ATTENTION NOTARY: Although the information requested below is OPTIONAL, it could prevent
fraudulent attachment of this certificate to unauthorized document.
DESCRIPTION OF ATTACHED DOCUMENT:
TITLE OR TYPE OF DOCUMENT: Easement Agreement
NUMBER OF PAGES:.6 page document plus exhibits A. B & C
DATE OF DOCUMENT: September 8, 2000
CAPACITY OF SIGNER: Manager, Western Division Assets, Asset Management GrouD
SIGNER REPRESENTS: Union Oil Company of California, a California corooration
SIGNER(S) OTHER THAN NAMED ABOVE: William M. Toskey, Executive Director, Port of
Edmonds
0
STATE OF WASHINGTON
)ss:
COUNTY OF SNOHOMISH
I certify that I know or have satisfactory evidence thatW M(4,, Tejj---� is the
person who appeared before me, and said person acknowledged that he signea this
instrument, on oath stated that he/she was authorized to execute this instrument and
acknowledged it as the Eie-c- hjt L �,J,-of PORT OF EDMONDS, a municipal
corporation, to be the free and voluntary act of such party for the uses and purposes
mentioned in this instrument.
DATED: FNA-u 2000.
U
WALTER C. SELLERS
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
DECEMBER 29, 2002
buE 01-d— I
Print Name:' LaLnj�K -C. j&'Z-L&V-J1(
NOTARY PUBLIC in and for the State of
Washington, residing at
My Appointment expires: t J - ) T - -0
(Use this space for notarial stamp/seal)
STATE OF CALIFORNIA
)ss:
COUNTY OF ORANGE
On before me,
county and state,
a Notary Public in and for said
appeared personally known to me (or proved to
me on the basis of satisfactory evidence) to be the person whose name is subscribed to the
within instrument and acknowledged to me that he/she executed the same in his/her
authorized capacity as of Union Oil California, and that by his/her
signature on the instrument the person, or the entity upon behalf of which the person
acted, executed this instrument.
WITNESS by hand and official seal.
Signature (Seal)
273115.8/5N4W02!/0 18405.00004
Exhibit A
Legal Description of Port Property
Portion of Govemment.Lot I in Section 26, Township 27 North, Range 3 East, W.M.,
more specifically described as follows:
Beginning at a point of intersection of the original westerly line of Great Northern
Railway Company's right-of-way with the north line of said Section 26, said point being
688.03 feet westerly of the north one -quarter comer of said section as the true point of
beginning; thence south 41' 12'west 54.17 feet; thence south 48* 48'east 150.0 feet;
thence south 41' 12'west 765.65 feet along the westerly line of the Great Northern
Railw ay Company's right-of-way; thence north 48' 48' west 418.11 feet, more or less, to
point of intersection with the Inner Harbor Line; thence north 17" 30' east along said
Inner Harbor Line to its point of intersection with the northerly line of said Section 26 as
extended; thence north 89' 42' east (also known as north 89* 42' west in Port of Edmonds
deed description) 603.93 feet, more or less, to the true point of beginning, said parcel
containing 8.18 acres, more or less.
#273115 v5 - Unocal Easement Agreement/5N4WO2!/018405.00004
EXHIBIT B
DEED
273115.8/5N4WO2!/O 18405.00004
7
-,0
D E I D Vol. 619 46-
rA= MEMVM, aide this day of
195T, between Uxiox OIL COMpM Op CALIYORNU. a C&Iifo MIA
corporation, hereinafter referred to as 60rantor,0 and the rORT
OF EDHORM, a sulnicipal corporation or&sniz4d and oils t1nC under -
the laws Of'th* StAtt Of Washington,* her*jwt4r
called
WITXMSZ=l
Grantor, for and In Oonsideration of 410, 000-00 Paid by'
Grantee, receipt. wher*of is acin�wledged, and Other valuALble
Aconsideration, convoys and quit claims to the Grantee, for th4r
sale purpose of construcit1mg small boat harbor Jz &,ccordsnoe
with the provisions of, Resolutiod NO- 41 adopted by-Granteo OrL*
t he Tth-!2!Z ofKarch, 122T the following -dii9cribed real__'.
*state situated In Snohomish Countyj 3tate of WaAI21XAgt,=-:
vz�
Portion of Government Lot I in se ction
Township 27 Worth, Range 3 Eut, V.X., more.
fically described as follows:
Begi=xing at a Point Of interzectiq%W % %,
qv thar.
.
original westerly line of Great Kortherfi.XiLili(o % *
Company' a right-of-way with the north 11he. 4r-.-sald
Section 26, said point being 688.o3 feet -westerly
Of the north one -quarter corner of said . * an 4i
the true
point of beginning; theSce, sotft2j, 'ell
Al
west 54 1T ftetj thence South. 48 481 east"ISIZZ, *
thence ;outh 41'121
west T65.65 feet alon*g the westerly
-line of the Great Northern Raliv
Company's rl�zht-
of-way; -thence north 48048T WestaIJ8.11
feet, More
or leas, to Point of intersection with the lru"r-HLrbor
Line; thence north iriol east alone aald Inner Harbor
Line to its point of intersection with the northerly
line of said Section 26 as extended* thence north
890421 east (also known as north W)6421
west in port
of FAmonds deed description) 603-93 feet, more or 14as,
to the true point of begiraLing, said
parcel contaiming
8.18 acres, ftojv or less,
saying, rvx*rying and OxccPting to Grantor, its successors and
"gicn's, the following
Perpetual easement of right--of-way to lay# Kainta.Ln,
SALES Th grate. relay. remove and rItpair'underground pi
REQUIRED P*S#
MAY 10 1W
UK
ow
48
U9 4S
ndc-
the the Prc:!13"
.7.4 111*--ein) over alter -
(not coav
coyerxnta that.
and Grantee
conTe7ede ad dr&13"e
S
or IX*,,ovc=cnts to
Of raw creek
IV
rvrt invo .a Of. %Mt*r
other 04
tehes or aMY- -�, Of all
of incn
.rtz Miaizo= 61cpa.. of [.15
vith a elevation
1.bc Pade on an JxLitial j�j-,,.VX 7X-.
based wooden
Coot of rune is
. in -Vert of the C;Ciatins C416rAff
at the railroad on
Grentar &tCI7 east of the -
of .5 based
located evat!,On or
allowable el Beach
:Pert7o tic
Coast and Geade
the inited states - -lower low %mter (VILL"
of mean
aat"r,' ont railroad
.ic
she
_d at the Zd=ond5s
establi
sea along
cyot* Vail Y=pO . proposed
ement, for retainir jotL of the
?erpetual �taa or - the southerly Poort and IT=
,�ch portion colored Sx, bro%a d In red and
and cOlore
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COMPANY OF CALIFORNIA, the corporation that executed*the within
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IN WITN= WHEREOF, I have hereunto set zzy hand' s7nd affixed
atty official seal the day and year 1h this cert=6ate first at;ove
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CMCAGO TITLE INSURANCE COWANY
Order No.: 00OM3405
LEGALDESCRIMON
PARCEL I.,
ALL THAT PORTION OF GOVERNMENT LOT I AND OF TIDELAND LOT 11 IN SZCTION 26,
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON,
LYING WESTERLY OF THE WESTERLY LINE OF THE GREAT NORTHERN RAILWAY COMPANY
RIGHT OF WAY AS CONVEYED BY INSTRUMENT RECORDED IN VOLUME 17 Or DEEDS,
PAGE 132 AND IN VOLUME 38 OF DEEDS, PAGE 412, AND LYING SOUTHERLY OF THE
FOLLOWING DESCRIBED LINE;
BEGINNING AT A POINT OF INTERSECTION OF ORIGINAL WESTERLY LINE OF GREAT
NORTHERN RAILWAY COMPANYS RIGHT OF WAY WITH THE NORTH LINE OF SAID
SECTION 26, SAID POINT BEING 688-03 FEET WESTLRLY OF THE NORTH QUARTER
CORNER OF -SAID SECTION;;
THZNCE SOUTH 42934134" WEST, 54.17 FEET;
THENCE SOUTH 47025126m. EAST 150.00 FEET;
THENCE SOUTH 42634'34" WEST, 765.65 FEET, ALONG THE WESTERLY LINE OF THE
GREAT NORTHERN RAILWAY COMPANY'S RIGHT OF WAY TO THE TRUE POINT OF
BEGINNING OF SAID LIKE;
THENCE NORTH 47*25'26- WEST 418.11 FEET, MORE OR LESS, TO POINT OF
INTERSECTION WITH TEE INNER HAR]3OR LINE AND THE END OF SAID DESCRIBED
LINE.
(BEING PARCEL 1 OF CITY OF EDMONDS SHORT PLAT RECORDED UNDER AUDITOR'S
FILE NUMBER 8101160175).
PARCEL II:
LOTS 1, 2, AND 3, CITY OFEDMONDS SHORT PLAT (S-98-018) RECORDED UNDER
AUDITOR'S FILE NO. 9810055004, BEING A PORTION OF GOVERNMENT LOTS 1 AND 3,
AND PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION
26, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
PARCEL III:
THAT PORTION OF GOVERNMENT LOT 1, SECTION 26 AND THE NORTHWEST QUARTER OF
TEE NORTHEA T.QUARTER OF SECTION 26 IN TOWNSHIP 27 NORTH, RANGE 3 EAST,
W.M., IN SNOHOMISH COUNTY, WASEINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A CONCRETE MONUMENT AT THE SOUTHWEST CORNER OF THE NORTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 26;
THENCE NORTH 80051146" WEST ALONG THE SOUTH LIKE OF SAID GOVERNMENT LOT 1,
A DISTANCE OF 527.86 FEET;
THENCE NORTH 21*35'00" WEST 130.47 FEET TO THE POINT OF CURVATURE OF A
LWAU/RDA/0M
EXHIBIT.P.2
CI-lICAG0 MIX INSURANCE COMPANY
E)aMIT
LEGAL DESCRIEMON
Order No.:
CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEET;
THENCE NORTHERLY ALONG SAID CURVE 86-57 FEET TO A POINT OF A COMPOUND CURVE
HAVING A RADIUS OF 165.00 FEET;
THENCE F-kSTERLY ALONG SAID CURVE 213.10 rEET TO THE POINT OF TANGENCY;
THENCE SOUTH 65*35'00" EAST 37.89 FEET TO THE POINT OF CURVATURE OF A CURVE
TO THE RIGHT HAVING A RADIUS OF 480.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE 89.81 FEET TO THE POINT OF TANGENCY;
THENCE SOUTH 54051146N EAST 207.70 FEET TO THE POINT OF CURVATURZ OF A CURVE
TO THE LEFT HAVING A RADIUS OF 520.00 FEET;
THENCE SOUTHEASTERLY ALONG SAID CURVE 187.64 FEET TO A POINT ON THE SOUTH
LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER, SAID POINT BEING
SOUTH 86051'4.6" EAST 83.18 rEET FROM THE POINT OF BEGINNING;
THENCE WORTH BB051146" WEST ALONG SAID SOUTH LINE 83-18 FEET TO THE POINT OF
BEGINNING.
(BEING PARCEL III OF CITY OF EDMONDS SHORT PLAT RECORDED UNDER AUDITOR'S
FILE 19JMBER 8101160175).
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
2XLWAW/RDAAM
0
0
EXHIBIT C
ACCESS EASEMENT
273115.8/5N4WO2!/O 18405.00004
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EXHIBIT D
CURRENT EASEMENT
H273115 v5 - Unocal Easement Agreement/5N4WO2!/O 18405.00004
0
0
EDMONDS TANK FARM 03-253-14
EASEMENT LEGAL DESCRIPTION ACROSS PORT PROPERTY JANUARY28,1999
THAT PORTION OF GOVERNMENT LOT 1. SECTION 26 TOWNSHIP 27 NORTH. RANGE 3 EAST.
W.M. IN SNOHOMISH COUNTY. WASHINGTON LYING WITHIN A PARCEL OF LAND CONVEYED
TO THE PORT OF EDMONDS BY INSTRUMENT RECORDED UNDER SNOHOMISH COUNTY
RECORDING NO. 1236170 AN FURTHER DESCRIBED AS FOLLOWS:
BEGINNING AT THE. NORTH QUARTER CORNER OF SAID SECTION 26: THENCE NORTH
88*58'1 7"WEST ALONG THE NORTH LINE THEREOF 688.03 FEET TO THE NORTHEAST
CORNER OF SAID PORT PROPERTY; THENCE SOUTH 42*33*31'WEST 54.17 FEET TO AN
ANGLE POINT IN SAID PORT PROPERTY AND THE TRUE POINT OF BEGINNING: THENCE
SOUTH 47*26"29'EAST ALONG SAID PORT BOUNDARY 46.78 FEEr, THENCE SOUTH 11*26*264
WEST 100.84 FEET TO THE EASTERLY LINE OF SAID PORT PROPERTY. THENCE SOUTH
42*33*31 * WEST ALONG SAID EASTERLY LINE 594.64 FEET TO THE SOUTHEASTERLY
CORNER OF SAID PORT. PROPERTY. THENCE NORTH 47*26'290 WEST ALONG THE
SOUTH'WESTERLY LINE OF SAID PORT PROPERTY 40.00 FEET: THENCE NORTH 42033'31*
EAST 583.50 FEET TO A POINT WHICH BEARS SOUTH 1 1'26"26"WEST FROM THE TRUE
POINT OF BEGINNING.- THENCE NORTH 111 '26'26'EAST 212.85 FEET TO THE TRUE POINT OF
BEGINNING
WRITTEN: WVS
CHECKED:GBO
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I-%. �cs
EVLRES 4117100
TRIAD ASSOCIATES
11814 1 15(h Avenue N.E.
Kirkland, WA 98034
(425)821-8448 / Fax (425)821-3481
ExHIBIT D
w
C4
4
luum a
C! C,
04
- IT
r1mr-1
0 0
S4
SCALE IN FEET
�'5
0 60 120
EXPIRES 11/11/99
MONUMENT LINE
UNION OIL 60' EASEMENT S4732'51 V CONC. MO
IN CASE
751.30'
AFN 1236170
PAIM I I &A� x 11 a .1 11 ammaw I sojewl
mumiam welfDam ma m
Curremf
AccEss
r-52! —\S47-32-51 I -W
3 og."
09 . 57
NORTH QUARTER CORNER
SECTION 26 T-27N., RZE., W.M.
V-7-
ed.
rpm fwMw
N4732*51"E
%
xwj"llrl
—7
728 134th Street SW - Suite 200
Everett, Washington 98204
Ph: 425 741-3800
PN&D, INC.
UNION OIL EASEMENT EXHIBIT
PORT OF EDMONDS
EDMONDS,, WASHINGTON
SCALE: 1 " = 60' DATE: 11-23-98
DR. ! :AWP CK: RLS
JOB: 22-97-0o3-008
1:\22\97\003\008.DWG
7
SCALE IN FEET
100 0 100 200
CONCRETE MONUMENT IN CASE
SOUTHEASTERLY CORNER PORT
OF EDMONDS PROPERTY —
N48'48'00"W 30.00'
INNER HARBOR LINE
NORTH LINE SECTION 26,
7 T.27N., R.3E.. W.M.
00
01
0
00
co
d- CONCRETE
z MONUMENT
IN CASE
UNION OIL 60" EASEMENT 0
S41*12'00"W 751.30'
RECORDING NO. 1236170
1c,
WESTERLY'
20' W41'12'00"E 7 (CALC) 577.93' (DESC)
(0
S41*12'00"W 594.56' (CALC) 594.64' (DESC)
LEASE I —ROM RAILROAD S41-12'00-W 765.65'
S41*12'00'V; 966.50'
BURLINGTON NORTHERN SAN FE RAILROAD
728 134th Street SW - Suite .200
Everett, Washington 98204
Ph: 425 741-3800
EASEMENT EXHIBIT
FOR
PORT OF EDMONDS
EDMONDS, WASHINGTON
cqx - YACIr
17672
L L
LINE TABLE
Ll S �1*12'00"W 54�.-1-7---.
L2 S48*48'00"E 46.72'
L3 N41 * 1 2'00"E 42.05' (CALC) 39.13' (DESC)
L4 N89'42'00"E 26.71' (CALC) 28.68- (DESC)
CONCRETE
L3 MONUMENT
L4 IN CASE
1168.542\ ..'ADMIRAL WAY
L 1
N41*12'00"E 309.7
0
01.�
<01
to
.0
S48*48'00"E 14.21
WESTERLY LINE
RAILROAD RIGHT
0 F WAY
SCALE: 1 100'
DATE: 08-21 —00 DR. AWP
JOB: 22-97-003 CK. MGM
1:\22\97\003\EASE0821 OO.DWG
N48*48'00
NORTH QUARTER CORNER
SECTION 26, TOWNSHIP
27 NORTH, RANGE 3
EAST, W. M.
15. 79 T,
�1 .4 C. 1 8C)"
June 8, 2000
CITY OF EDMONDS GARY HAAKENSON
MAYOR
1.21 5TH AVENUE NORTH - 'EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning Building Engineering
Mr. Bill Toskey, Executive Director
Port of Edmonds
336 Admiral Way
Edmonds, Washington 98020
RE-�,�P '�4 St&age�,
,6ft,ofEdmoiWS,B - t Racks
Dear Mr. Toskey,
The purpose of this letter is to supplement the City's May 25th, 2000 letter regarding issuance of
the Cease and Desist Order for the subject facility. The City's previous.letters to the Port dated
5115, 5/17 and 5/25/00 are incorporated herein by reference.
Because of the progress the Port has been making in resolving this matter particularly the
submittal of the draft agreement to UNOCAL on May 31, 2000, 1 have determined to suspend
the issued Order until further notice while negotiations are in progress. -If negotiations lapse
between parties the Order will be re -issued which will allow an appeal to the Hearing Examiner
within 14 calendar days of the Order's re -issuance.
If you have any questions please feel free to contact me at 425-771-0220.
Thank you,
Jeannie L. Graf
Building Official
Cc; Mayor Haakenson
City Attorney
Carl Keller, Unocal
Gary Gunderson, Unocal
Walt Sellers, Port Attorney
0 Incorporated August 11, 1890
'Sister Citv - Hekinan. Jaoan
--POIX
r-) T
OF STREET HLE
E D M 0 N D S
336 ADMIRAL WAY
EDMONDS. WASHINGTON98020-7214
(206)774-0549 SEPA
FAX (206) 774-7837
DETEPJVHNATION OF NONSIGNIFICANCE (DNS)
WAC 197-11-970
Port of Edmonds' Dry Stack Boat Storage Facility
This determination is issued pursuant to the State Environmental Policy Act (SEPA).
Description of Proposal: The proposal is a two phase project of upland improvements in the
Port's south marina. In Phase 1, the Port proposes to demolish the existing boat sheds and to
construct a new 30 foot high Dry Stack Boat Storage Facility for storage of 270 to 320 boats, a
wash down facility, and a boat storage and repair yard; and to reconfigure existing parking to
create additional parking capacity. In Phase 11, the Port would construct a building addition on
the north side of the new dry stack storage building, providing 29,000 square feet of office/retail
space.
Proponent: Port of Edmonds
Location of proposal: The project site is within the Port of Edmonds on Puget Sound in the
City of Edmonds. The site address is 336 Admiral Way, Edmonds, Washington 98020.
Lead Agency: Port of Edmonds
The lead agency for this proposal has determined that it does not have a probable significant
adverse impact on the environment. An environmental impact statement (EIS) is not required SUIENVIO
under RCW 43.21C..030(2)(c). This decision was made after review of the completed
environmental checklist and other information on file with the lead agency. This information is SEP 2 8
available to the public on request.
There is no comment period for this DNS.
X This DNS is issued under 197-11 -3 )40(2); the lead agency will not act on this proposal
for 15 days from the date below.
Comments must be submitted by: July 8. 1997.
Responsible Official: Mr. William Toskey
Position/Title: Executive Director Phone: (425) 774-0549 Fax: (425) 774-7837
Address: ' )' )6 Admiral Way, Edmonds, Washington 020
Date: June 19, 1997 Signature: , ��//2
You may appeal this determination by submitting a written appeal citing reasdj�s to
Mr. Bill Toskey, Executive Director, Port of Edmonds at 336 Admiral Way, Edmonds,
Washington 98020 no later than: July 6, 1997. The notice of appeal shall be accompanied by a
$50. filing fee.
JIJL-0�- :�?7 W:4'
YCATe- 0
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
Narthwest Regional office, 3190 - 160th Ai,e S-E - Bellevtie., Washington 98008-5452 �206) 649-7000
July 1, 1991
STREET FILE xvir
SE P- 2 8
port of Edmonds
336 A�&�al Way
Edmonds, WA 98020-7214
Dear 1W. Stevens:
The Department of Ecology approves the Port of Edmonds, Dry Stack Facihty, Boat Wash
Pad F-ngineering Report submitted on June 18, 1997, by Peratrovick N.otfmgham and Drage,
Inc. Tl�s =Iisfies Condition S7 of the NIPDES Greneral Boat Yard Permit.
If you need filrdier information, please call me at (425) 649-72931
Sincerely,
John Drabek, PV-
Water Quality Program
JD:ct
cc: Gary Watters, P.E.
TOTAL. P. 01
� ;0 ((N"�
, Peratrovich, Nottingham & Drage, Inc.
June 18, 1997
Engineering Consultants
811 First Avenue, Suite 260 - Seattle, WA 98104 - (206) 624-1387 - Fax (206) 624-1388
Mr. John Drabek, P.E.
Environmental Engineer
Department of Ecology
31901601h Avenue SE
Bellevue, WA 98008-5452
PN&D 95427.17
Re: Port of Edmonds, Dry Stack Facility, Boat Wash Pad Engineering Report
Dear Mr. Drabek:
On behalf of the Port of Edmonds, Peratrovich, Nottingham and Drage, Inc. (PN&D) is
submitting for your review the Boat Wash Pad Engineering Report and Plans.
As required under the conditions of the existing NPDES General Boat Yard Permit
coverage for the Port of Edmonds, an engineering report must be submitted for approval
prior to the installation of any new boat wash pad facility. It is the intent of this report to
meet the requirements of Condition S7 of the NPDES General Boat Yard Permit.
Please call if we can answer any questions.
Sincerely,
Peratrpich, Nottingham and Drage, Inc.
Gary Watters, P.E.
Senior Engineer
cc/att: Leslie Sacha, Sacha Environmental
Bill Toskey, Port of Edmonds
Steve Bullock, City of Edmonds
Scott Highland, City of Edmonds
ENGINEERING REPORT AND PLANS
PORT OF EDMONDS
BOAT WASH PAD
Prepared for
Port of Edmonds
June 17, 1997
Prepared by
Peratrovich, Nottingham and Drage, Inc.
811 First Avenue, Suite 260
Seattle, Washington 98104
Project Number 95427.17
TABLE OF CONTENTS
ENGINEERING REPORT AND PLANS
PORT OF EDMONDS
BOAT WASH PAD
IINTRODUCTION ........................................................................................................... 2
1.1 PURPOSE ............................................................................................................................. 2
1.2 EXISTING FACILITIES AND OPERATIONS .............................................................. 2
1.3 PROPOSED FACILITIES AND OPERATIONS ............................................................. 2
2 PROCESS DESCRIPTIONAND SIZING ..................................................................... 3
2.1 WASTEWATER CHARACTERISTICS .......................................................................... 3
2.3 SYSTEM DESCRIPTION .................................................................................................. 4
2.4 SIZING ................................................................................................................................ 4
3 EFFL VENT CONSIDERA TIONS ................................................................................. 5
3.1 TREATMENT ALTERNATIVES ..................................................................................... 5
3.2 EFFLUENT CHARACTERIZATION .............................................................................. 5
3.3 SLUDGE DISPOSAL .......................................................................................................... 6
4 OPERATIONS AAD SCHEDULE ................................................................................. 7
4.1 BEST MANAGEMENT PRACTICES .............................................................................. 7
4.2 SPILL CONTROL AND ACCIDENTAL DISCHARGE ................................................ 8
4.3 SCHEDULE ........................................................................................................................... 8
4.4 OPERATIONS ..................................................................................................................... 8
4.5 MONITORING ..................................................................................................................... 8
APPENDIX A - DRA WINGS
APPENDIX B- CALCULATIONS
INTRODUCTION
1.1 PURPOSE
This report contains the required engineering data, plans and specifications for the Port of
Edmonds (Port) proposed boat wash pad associated with the new Dry Stack Boat Storage
Facility. It is the intent of this report to meet the requirements of Condition S7 of the Boat
Building and Repair Facilities National Pollutant Discharge Elimination Systern Waste Discharge
Permit (General Permit). Condition S7 requires that the installation of any new treatment or
wastewater collection -facilities (e.g. boat wash pad) submit to Ecology the plans and
specifications for approval.
1.2 EXISTING FACILITIES AND OPERATIONS
The Port of Edmonds is located on Puget Sound in the City of Edmonds, Snohomish
County, Washington (see Drawings, Appendix A). The Port offers in -water and upland boat
moorage, launching, and repair facilities for recreational boaters. Currently, the Port operates
a boat repair yard and boat wash pad in the mid -marina portion of the site (see Sheet C1,
Appendix A). Stormwater and wastewater discharges from the activities occurring in these
areas are permitted under the General Permit. The boat wash pad collects boat pressure
washwater and pretreats it prior to discharge to the City of Edmonds (City) sanitary sewer
system. Pretreatment is performed in batches by a coagulation process. The effluent is
monitored on a regular basis to ensure compliance with the General Permit.
The existing boat repair yard*is a newly constructed facility designed to include the
Ecology's most current stormwater best management practices (BMPs). Structural BMPS
include stormwater run-on diversion, oil/water separators, sediment traps and portable work
shelter units. The Port has also installed hazardous waste and waste oil disposal facilities for
boat yard tenants. Operational BMPs include prohibiting sand basting and the use of
tributyltin paints and requiring good housekeeping around boat work areas in the repair yard.
1.3 PROPOSED FACILITIES AND OPERATIONS*
The Po� proposes to construct a new boat dry stack facility in the southern portion of the
site (see Sheet Cl). As a service to the customers of the new dry stack facility, a boat wash pad
win be installed outside the building in the southwest comer of the site. At the end of the
boating day, the customers will have the option to rinse their boat with cold freshwater in the
launch area and/or self wash their boats with detergents on the wash pad. The cold freshwater
rinse will sheet flow directly into the marina basin and will be used to remove salt residue.
The boat wash pad, will be reserved for customers who would like to use a detergent wash and
perform light boat maintenance activities. The washwater generated on the boat wash pad will
be collected in a tank and discharged to the sanitary sewer at the end of the day. Washing
operations on the new wash pad will be limited to boats that use non -ablative paints designed
to form a permanent bond with the bottom of the boat. Boats that use -ablative anti -fouling
bottom coatings designed to come off the boat will not be allowed to wash on the new wash
pad. These boats will be required to utilize the existing pressure wash pad equipped with a
pretreatment system located in mid -marina.
2
0 0
2 PROCESS DESCRIPTION AND SIZING
2.1 WASTEWATER CHARACTERISTICS
The washing of boats equipped with ablative anti -fouling coatings can cause water quality
concerns because these types of coatings generally contain high concentrations of metals and
are designed to come off the boat. Boats with these types of anti -fouling coatings will be
required to use the wash pad currently operated in mid -marina (see Section 1.3). Boats
utilizing the new wash pad, will consist of hull coatings that are non -ablative and designed to
make a permanent bond to th e boat. Metal contaminates in the new boat wash. pad
washwater, therefore, is of minimal concern. It is anticipated the washwater generated on the
new wash pad will be composed primarily of particles of algae, crustaceansi salt water residues,
small dirt particulate, some minor oil and grease, and detergents. The amount and types of
contaminates exposed to the wash pad wastewater and stormwater runoff will be controlled
through the implementation of structural and operational BMPs (see Section 4. 1).
It is anticipated the types and amounts of contaminates present in the washwater will be
similar to. typical car wash effluent. Estimates for the composition of typical wastewater
characteristics are provided in Table 1. The amount of oil and grease and dirt particulate
concentrations, however, will be less than a typical car wash.
Table I
Washwater Composition
Analytical
Parameter
Units
Estimated
Untreated
Washwater
Estimated Treated
Washwater
General Permit
Effluent Limits'
pH
pH
7.2.'
7.2
- 4
TSS
mg/L
30-576
< 100
- 4
Oil/Grease
mg/L
<50'
<20
- 4
Copper
mg/L
< 2.4 2
< 2.4
2.4
Zinc
mg/L
< 3.3 '
< 3.3
3.3
Lead
mg/L
< 1.2'
< 1.2
1.2
Arsenic
mg/L 1
< 3.6 2
< 3.6
3.6
Notes:
I-
Estimate based on
Table 4-1, Boatyard Wastewater Treatment Guidelines (by METRO,
1991).
2-
Estimates based on the report, Vehicle and Equipment Washwater Discharges (by Ecology,
1995).
3-
Discharge to non -delegated POTW- effluent limits established in the
General Permit are
used
4-
No monitoring limits established under the General Permlit
2.3 SYSTEM DESCRIPTION
The wash pad will collect wastewater generated from boat washing activities in a trench
drain and convey by gravity to the washwater storage tank (see Sheet C3, Appendix A). The
wash tank is equipped with a outlet valve that will be in the off position during washing
operations. At the end of the day� or after washing operations are completed, the wash tank
will be allowed to settle during a quiet period to assist in settlement of particulate
contaminates. To trap any floating oils, the wash tank is equipped with a down turned elbow.
The outlet invert to the down turned elbo w will be installed a minimum of 18" from the
bottom of the wash tank to allow for the buildup of particulate contaminates to form a sludge
layer. After the required quite period, the valve will be opened and the supernatant decanted
off the top. The discharge will gravity flow to the sanitary pump station where it will be
pumped through a new 1,500 foot long force main to a new manhole connected to the City of
Edmonds sewage system (see Sheet C3, Appendix A).
2.4 SIZING
The wash tank is designed in accordance with the recommended design standards in the
Stormwater Management Manual for the Puget Sound Basin, by Ecology, 1992 (Stormwater
Manual). The Stormwater Manual requires that containment tanks servicing uncovered wash
areas are designed with a live storage amount sufficient to accommodate the 6-month, 24-hour
storm for the area of the wash pad. The live storage amount is equal to the total volume of
the tank subtracting the amount of dead storage below the outlet invert elevation (18-inches
maximum). The amount of live storage provided is approximately 1,800 gallons and the
volume of runoff generated from the 6-month, 24-hour storm is approx . imately 1,600 gallons
(See Calculations, Appendix B). The amount -of live storage, therefore, meets the recommended
Stormw ater Manual design requirements. It is anticipated that the'storage amount available
(1,800 gals) is sufficient to provide storage for washwater accumulating from approximately 15
to 30 boats.
Sludge is required to be emptied when it is at a maximum level of 8 'inches from the
bottom of the tank. The estinated sludge storage amount assuming 5 percent solids is 132
pounds. This is considered to be adequate storage based on calculations and can hold solids
build up from approximately 500 boats.
EFFLUENT CONSIDERATIONS
3.1 TREATMENT ALTERNATIVES
The anticipated contaminates of primary concern in the wash pad wastewater are TSS and
oil and grease. Three applicable treatment alternatives for treating these types of contaminates
were evaluated for the boat wash pad wastewater. A review of the three alternatives
considered and the evaluation process used to derive the preferred method of treatment is
provided.
Direct Discharge to Sanitary. Direct discharge of the wash pad wastewater to the
sewer system without pretreatment was eliminated as'a viable option. This option
offers no pretreatment for oil, grease and TSS, and is not well suited to prevent the
accidental release of any spills into the sanitary sewer system.
Pretreatment with Settling Tank. The preferred method of treatment is gravity
separation in a tank. This type of treatment is recommended by EPA for
washwater discharges to sewers in the publication Vehicle and Equipment
Wasbwater Discbarges (Ecology, June 1995). This type of treatment also provides
containment of any accidental spills that may occur on the wash pad.
Utilize Existing Pretreatment Facility. This option was eliminated as a viable
option because it is cost prohibitive and unnecessary to meet effluent
requirements. The existing pretreatment facility treats washwater from the
pressure wash pad located at Mid Marina. The treatment system coagulation
process was designed to remove heavy metals from the existing press . ure wash pad.
This type of treatment process technology would not be compatible with the
anticipated contaminates from the new boat wash pad (i.e., oil, grease, detergents)
with out a considerable upgrade. In addition, the construction of a new force main
from the new wash pad to the existing treatment system, would require a
considerable expense.
3.2 EFFLUENT CHARACTERIZATION
Effluent will be discharged to the City sanitary sewage system and treated at the City
Publicly Owned Treatment Works (POTW). The City POTW is a non -delegated facility and
does not have any local limits. Effluent limitations, therefore, are based on General Perrru*t
requirements in Special Condition S2. A summary of the discharge requirements are provided
in Table 1.
Anticipated treated effluent concentrations are based on EPA estimates for gravity
separation in a tank similar to the proposed Port boat, wash system (Vebicle and Equipment
Wasbwater Discbarges, Ecology, June 1995). A comparison of expected treated effluent and
discharge requirements is provided in Table 1. Based on this table, it is projected that the
General Permit discharge limits for sanitary sewer discharges will be met.
5
3.3 SLUDGE DISPOSAL
The primary reason for treating the washwater in the settling tank is to remove TSS, oil
and grease. The TSS will accumulate in the bottom of the tank and the oil and grease will float
on the surface until they are removed. A subcontractor will be deployed on site to pump the
sludge, oil and grease from the tank, and dewater, characterize and dispose of it in an approved
facility. It is expected that the sludge will not be a regulated dangerous waste and can be
disposed of in a sanitary solid waste landfill. The first two sludge pumping sequences will be
tested and characterized. If the material is designated as a non -dangerous waste, testing on
subsequent sludge removal sequence will not be performed prior to disposal.
In addition to the sludge that will accumulate in the bottom of the tank, larger particles of
grit, barnicles, sea seed and any miscellaneous debris will be collected in a trash bucket installed
in the trench drain. The trash bucket win be inspected at a minimum once a week or more
frequently if required. The contents of the trash bucket will be disposed of as a sanitary solid
waste.
M
OPERATIONS AND SCHEDULE
4.1 BEST MANAGEMENT PRACTICES
I
The implementation of structural and operational source control BMPs are intended to
minimize the amount of contaminates exposed to the wash pad washwater and stormwater
control system. Structural controls for the boat wash pad area include the following:
• Segregated concrete boat wash pad (32' x 118') is designed to extend out past the
boats being washed and collect over spray.
• Grading of boat wash pad prevents run-on from adjacent pavement areas and
diverts washwater to the center of the wash pad so it can be collected in a strip
drain.
The strip drain is equipped with a trash bucket to collect any large debris.
Washwater storage tank is equipped with a positive control valve to control
discharges to the sewer system
Wash pad is equipped with a 3-way valve to bypass stormwater from the wash
tank when the pad is not is use.
Operational BMPs will be implemented by Port employees and the Dry Stack Facility
tenants using Port facilities. Tenant required operational BMPs will be listed on the rental
agreement and on a sign posted in the work yard and wash pad area. On a daily basis, Port
employees assigned to the Dry Stack Facility will patrol wash pad and work yard are ' a to
ensure that tenants comply with the required operational BMPs. Required operational
BMPs include the following
Boats with anti -fouling bottom coatings must use the pressure wash pad located at
the central portion of the marina because it is equipped with the pretreatment
system.
No dumping of hazardous waste and oil on the wash pad will be allowed. A sign
will be provided displaying the location of disposal facilities provided by the Port
for hazardous waste and oil.
Major hull work 'including chipping, grinding, sanding and painting operations
will be accomplished at the main boat yard located at the central portion of the
Port property.
Minor boat hull maintenance activities are allowed on the wash pad and in the
adjacent boat repair yard and may include some sanding, chipping and touch up
painting. Individuals performing maintenance work will be required to place tarps
under the work area to collect chipping and grinding residues and sweep the work
area on a daily basis.
7
0 Sand blasting and the use of Tributyltin paints on Port facilities are prohibited.
The wash pad will be rinsed daily by Port employees to remove any build up of
particulate. The operating procedures provided on Sheet C4 (Appendix A) will be
followed on a daily basis when the wash pad is in use.
4.2 SPILL CONTROL AND ACCIDENTAL DISCHARGE
Provisions for controlling and preventing oil and hazardous materials spills are provided
through the implementation of structural and operational BMPs (see Section 4. 1). In the event
a spill does occur, the procedures outlined below will be followed:
Immediate responses to spills on the wash pad will focus on preventing the spill
from entering the wash pad collection system. This will involve placing a dike
around the trench drain and cleaning up the spill with mops and absorbents.
In the event an oil spill enters the wash pad collection system, oil absorbent pads
will be placed in the washwater tank to soak up spilled floating oils. Absorbent
pads with oil soaked to capacity will be removed from the tank, placed in plastic
bags and treated as a special waste.
In the event a hazardous materials spill enters the wash pad collection system, the
water in the tank will be tested to verify if discharge limits can be met. If discharge
limits are exceeded in the tank, a licensed subcontractor will be hired to remove,
treat and dispose of the tank contents in conformance with all local, state and
federal requirements.
4.3 SCHEDULE
Construction of the new Dry Stack Facility and boat wash pad win begin in the fall of
1997. It is anticipated the project will be completed by April 30, 1998. Discharges from the
wash pad into the sanitary sewer system will begin by approximately June 1, 1998.
4.4 OPERATIONS
Each tenant of the Dry Stack Facility will be required to sign a rental agreement and agree
to follow Port specified operational BMI's when performing washing or maintenance
activities. At the time the rental agreement is signed, the type of bottom coating on the boat
will be identified and the regulations regarding washing activities will be thoroughly reviewed.
A copy of wash pad operating procedures will be posted for employees at the Dry Stack
Facility in the office as a summary of the steps that are to be performed each day the wash pad
is used. The sludge level will be checked in the wash tank on a monthly basis during the peak
summer boat washing period Gune, July, August, September) and every 2 months during
slower winter months. When the sludge level reaches a maximum level of 8-inches it will be
removed by a licensed subcontractor.
4.5 MONITORING
Monitoring and reporting requirements are defined in the General Permit, Special
Condition S2 and S3. Sampling must be performed at a nuinimurn semi-annually and
submitted to Ecology annually. The monitoring requirements are summarized in Table 2.
The designated sampling point is located at the end of the wash tank discharge pipe as it enters
the sanitary pump station manhole (see Sheet C4, Appendix A).
Table 2
Monitoring Requirements ,
Parameter
Maximum
Sampling Frequency
Sample Type
Flow
N/A
senui-annually
meter or
calculate
TR Copper
2.4 mg/L
semi-annually
grab
TR Zinc
3.3 mg/L
semi-annually
grab
TR Lead
1.2 mg/L
semi-annually
grab
TR Arsenic 1
3.6 mg/L 1
semi-annually I
grab
APPENDIX A- DRAWINGS
10
tu
0
Ln
N
PA CIFIC
OCEAN
AL DESCRIPTION
VICTORIA B.. C
OA, 0 CA
J'UA,V PORT
TOWNSEND
AM
VERNON
EVERETT
—PROJECT
SEATTLE SITE
ACOMA
'ABERDEEN OLYMPIA 0 5 10 20 40 60
SCALE: MILES
VICINITY MAP
PARCEL 2-001 SECTION 26 SOUTHERLY PORTION OF MARINA
INCLUDING DRY STORAGE AREA
THAT PORTION OF GOVERNMENT LOT 1, SECTION 26, TOWNSHIP 27 NORTH,
RANGE! 3 EAST, WILLAMETTE: MERIDIAN, IN SNOHOMISH COUNTY, WASHINGTON
AND OF TIDELANDS ADJOINING DESCRIBED AS FOLLOWS,
BEGINNING 688.03 FEET WE!ST OF THE NORTH 1/4 CORNER OF SAID
GOVERNMENT LOT,
THENCE S41' 12' 11"W, 54.17 FEET;
THENCE S48* 48' 00"E, 150.00 FEET;
THENCE S41' 12' OO"W 765.65 FEET ALONG THE WEST LINE OF THE
BURLINGTON NORTHERN RIGHT-OF-WAY;
THENCE N48' 48' OOOW, 418.11 FEET, MORE OR LESS TO THe INNER
HARBOR LINE;
THENCE N17' 30' OO"F_, ALONG SAID LINE TO THE INTERSECTION WITH
THE NORTH LINE OF SAIO SECTION 26 EXTENDED;
THENCE N89* 42' 00"E. 603.93 FEET MORE OR LE!SS TO THE POINT OF
BEGINNING.
O'd 'Z
OWNER:
_`_4
Port of Edmonds, Washington
1<:c:
336 Amiral WAY
Q< 7
Edmonds, Wa 98020-7214
u< 0-
(206) 774-0549
William Toskey,
Executive Director
. . . . . . . . . . . . . . . . .
Pit
...............
EDMONDS MARSH
OFFICE
LOCATION MAP
qw
_1&_N_DS
A _dD
.TITLE SHEET AND INDEX
PROJECT LOCATION C1
UTILITY PLAN C2
WASH PAD DETAILS C3
FLOW DIAGRAM AND C4
OPERATIONS PROCEDURES
& Grego. Inc. (PN&D) is not ARSPOnsitold, for safety programs.
al"'all'On- Of the construction Of the design shown an thaw
droings. orawiAgs OrV fw use on this Project only and ore not intended for reuse
without n1ten approval from PN&D. Orowings we OISD not to be used in any ma
that O;d constitute a detriment difftillr W indirorctly to PN&0.
PORT OF EDMONDS
BOAT WASH PAD
Dranon, ORH
Peratrovich Noffi; 2-
Engineering consultants
Ch"Itisch
811 First Avenue. Suite 260
Pra),set N&UAILI�
Seattle. Washington. 98104
PH: (2061 624-1387 FAX: (206) 624-1388
TITLE SHEET AND IND X
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PORT OF EDMONDS
BOAT WASH PAD
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Per
Peratrovich- Mn"'-
Engineering Consultants
Chsc�k.ck
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811 First Avenue, Suite 260
Seattle. Washington, 98104
Project m05427.17
PK (206) 624-1387 FAX: (206) 624-1388
PO.tld�iO. Nottinghwh O,og.. I.C. (PN&D) is not espoh,ible for safety p"r,",
metf`�ds- Procedures of operation. of the construction of the design shown on these
d'"1192, Drawings "a (or use on this project mly chat we not intended for reuses,
witlmUit vritten from PN&D. Drowings to be in
LL—
UTILITY PLAN
Sh-1
C2
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appowei are also not used a" nicrim
that w9tild constitute a detriment directly or indrectly to PN&D.
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IRON SHEAR GATE
SLOPE-0.005 FT/FT
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30 L.F. 48"0 HOPE—Z
FLANGED PLUG VALVE
END PLATES
FABRICATED WASH 4"s HOPE TEE
TANK SOLID BEARING
CONCRETE BLOCK
SECTION B-B
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SHORELINE SUBMITTAL
PORT OF EDMONDS
BOAT WASH PAD
Dookined: Gw
Desert: QRH
Perafrnvir-h Mr
c
7Engineering Consultants
Checksd:
a, I
811 First Avenue. Suite 260
Seattle, Washington. 98104
PH:
Project No-
PcfGtfo,iCh, Nottinghorn, Drage. Inc. (PNAD) is not responSble for
methods. proccdur" of operation. shown I . 0.1-
0" the Construction at the design 10,11, plo9=21 MAY 19. 1997
Drawings are for use an this project only and are not intended for rouso
f
(206) 624-1387 FAX: (208) 624-1388
[1::�A�SH �PAD�DE�TAIL�S�rCT.'
:owings. looks
thoo frorm PNJ0.
written approval Drawings we also not to be used in any manner
that wouid constitute a detriment directly or indirectly to PNJID.
0 0
APPENDIX B
CALCULATIONS
PERATROVICH, NOTTINGHA& DRAGE, INC.
811 First Avenue, SuMe 260
(Zon+flea %Ala
shington 98104
(206) 624-1387 - Fax (206) 624-1388
JOB Y,� 7
SHEET NO. OF ;>
CALCULATED 8 DATE-S �q
CHECKED BY. 3D DATE
SCALE
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RE . RATROVICH, NOTTINGHA& DRAGE, INC.
811 First Avenue, Suite 260
Seattle, Washington 98104
(206) 624-1387 - Fax (206) 624-1388
JOB -
SHEET NO Z-
OF
'jo cl
I/
CALCULATED BY
7
DATE S'
CHECKED BY
DATE 5/2
SCALE
PERATROVICH, NOTTINGIOW DRAGE, INC.
811 First Avenue. Su7e 260
Seattle, Washington 98104
(2U6) 624-1387 - Fax (206) 624-1388
JOB_
SHEET NO
CALCULATED BY DATE
CHECKED BY DATE -
SCALE
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rj�-RATROVICH, NOTTINGHA* DRAGE, INC.
811 First Avenue, Suite 260
Seattle, Washington 98104
(206) 624-1387 - Fax (206) 624-1388
JOB
SHEET NO. OF
CALCULATED By 61q&7
DATE
CHECKED BY DATE 51.231-17,
SCALE
PORT OF EDMONDS PARKING STUDY
Prepared For SMILD09,
Port of Edmonds SEP 2 8 '19�qq
May 2, 1997
"ITMai-, M111-
PREPARED BY
Peratrovich, Nottingham and Drage, Inc.
8 11 First Avenue, Suite 260
Seattle, Washington 98104
PN&D Number 95427.17
11
1.0 INTRODUCTION
1.1 PURPOSE
This parking study is provided to quantify the amount of off-street parking available on
the Port of Edmonds (Port) property at the final post developed site configuration. The results
of this study will be used as a basis for -proposed Port development projects to demonstrate
that the number of parking spaces provided are consistent with City of Edmonds parking code
requirements as specified in the Edmonds Community Development Code (ECDC).
1.2 PREVIOUS STUDIES
Field inventories of existing parking space counts and parking utilization surveys were
conducted by the Porc in 1996. The results of these surveys and trip generation data were
included in a letter report to Mr. Gordon Hyde by Perteet Engineering, Inc., Tralfic Impact
analysis for the Proposed Port of Edmonds South Harbor Master Plan (August 27, 1996). A
preliminary parking assessment in a letter report prepared by Perteet Engineering to Mr.
Gordon Hyde (February 28, 1997) was submitted to the City as par-E of the Dry Stack Facility
preapplication. Comments were prepared by the City in a March 14, 1997.lerter with
response to the preliminary parking study. It is the intent of this parking study, to address the
City comments and include updated information since the February 28, 1997 letter report.
This parking study supersedes and replaces the February 28, 1997 preliminary parking
assessment.
1.3 POST DEVELOPED SITE CONFIGURATION
Over the next several years, the Port will undergo major improvements through the
development of new facilities and upgrades to existing facilities. All development projects,
with the exception of the marina reconstruction, are described 'in detail in the Port of
Edmonds South Harbor Master Use Plan, December, 1995 (Master Plan). The marina
reconstruction project will replace storm related damaged float moorage system and is
projected to be completed by year end 1997. It is assumed for the purpose of this report, that
all development activities will be completed within 5 years. The projects detailed in the Master
Plan include the following:
South Bulkhead and Launcher Float Project- Includes the construction
of an improved public access walkway and bulkhead reconstruction. Also
includes the installation of a new boat launcher for the dry stack facility
and associated launcher floats, and a public viewing overpass.
Dry Stack Boat Storage Facility- Includes the demolition of the existing
dry storage buildings in the south portion of the site and replacement with
new covered rack storage system. Also includes the installation of new
parkingand restriping of the existing parking area south of the public boat
launch. The dry stack facility will be designed to allow for the possibility
of adding an additional level of boats for a possible vertical expansion in
the future.
• Dry Stack Commercial Addition- Afcer the installation of the dry stack
facility, the Port will construct a commercial/retail addition on the north
side dry stack facility.
• Marine Center Buildings- Two .1 new office buildings and parking will be
installed across Admiral Way from Arnies Landing.
• Boat Loft Rack System Improvements- The existing boat loft east of
0
Admiral Way will be upgraded with a new rack system. The number of
boats stored Will remain the same ifier the upgrade.
iq
2.0 POST DEVELOPED OFF-STREET PARKING INVENTORY
2.1 GENERAL PORT PARKING POLICY
The Port allows general public parking on Port property for a maximum of 3-hours.
Permits are issued to Port tenants for unlimited use and any non -permitted vehicle parking
longer than 3-hours will be given a warning ticket. On the second offense, the Port will lock a
barrel and chain to the bumper. Parking in trailer parking spaces is reserved for vehicles with
boat trailers using the public launch facility until 12:00 noon. After this time, vehicles without
trailers may park in the designated trailer parking spaces. Violators of this policy win be
issued a warning ticket and on the second violation a barrel and chain will be locked to the
bumper.
2.2 ' DESCRIPTION OF PARKING STUDY AREA
The parking study assumes all planned development activities identified in the Port of
Edmonds South Harbor Master Plan are completed. The off-street parking that will be
available at the final post developed site configuration, is subdivided into 11 areas designated A
through K. These areas are delineated in Figure 1. Parking inventory quantities for each area
are provided in Table 1. Also shown on Figure 1, but not included in ihe parking inventory
are Area F (Adrn�iral Way), and Area J (Marina Beach Park) because they are not on Port
property.
Also not included in the parking inventory is Area H (Arnies Landing). Arnies Landing
was an existing permitted facility when purchased by the Port in the 1980's. Since the
purchase date, the Port has not modified the building or the parking area within the original
property lines of the purchase. No changes or improvements to Arnies Landing are currently
pr,6posed in the Master Plan. Arnies L ' anding and the associated parking were permitted and
approved under the Edmonds parking code at the time it was constructed. The Port,
therefore, under Section 17.50.010 ECDC is not required to comply with current 1997 parking
code requirements for Arnie's Landing. The Port does, however, recognize it is required to
meet current parking code criteria for the majority of the Port property as it undergoes
planned development activities.
2.3 OFF-STREET PARKING INVENTORY
The existing parking supply inventory will be altered thr ' ough the restriping of existing
parking areas and the installation of new parking areas. The parking inventory quantified in
this section, represents the number of off-street parking spaces that will be available at the final
post developed site configuration. The parking inventory count for cars and cars-tr2ilers is
0
divided into daytime inventory (7:00 A.M.- 5:00 P.M) and nighttime inventory (5:00 P.M. -
2:00 A.M.). The car daytime inventory is 626 and nighttime inventory is 666. The nighttime
inventory increases from the day because peak use of the car -trailer parking spaces in Areas B
and K corresponds with fishing season openers. Fishermen generally arrive early and leave by
5:00 P.M. making these spaces available for cars in the evening using Anthony's restaurant.
3
2.4 MARINA BEACH PARK AND ADMIRAL WAY INVENTORY
Area F (Admiral Way), and Area I (Marina Beach Park) are not included in the parking
inventory, however, parking spaces are available for general public in compliance with City
parking regulations. The current number of parking spaces available in Marina Beach Park is
51 and the total number on Admiral Way. is 81. Currently, 23 spaces in addition to the 51 in
Marina Beach Park are provided on Port property adjacent to the park. These spaces are used
by both park visitors and Port tenants. Under the Port's proposal for the construction of the
Dry Stack Facility, these 23 spaces would be segregated with a fence and available for tenant
use only. The total number of parldng spaces in Marina Beach Park will remain at 51 and
would meet the minimum requirement of the shoreline permit issued for the construction of
this project (SM-80-3). Additional parking spaces for park users are available on Port property
in compliance with the Port's parking policy and on Admiral Way.
4
3.0 OFF-STREET PARKING REQUIRMENTS
3.1 CAR -TRAILER PARKING SPACE REQUIREMENTS
Under the ECDC there are no current requirements for the minimum number 'of car -
trailer parking spaces that must be provided at public boat launch facilities. In lack of ECDC
requirements, an additional resource, Sboreline Master Program Handbook (Ecology, 1994) is
consulted. The Shoreline Handbook re�ommends "...ten car and trailer spaces at least 10 feet
by 40 feet shall be provided for each ramp lane." The Port maintains two launch slings for the
public and under this recommended criteria a minimum of 20 car and trailer spaces should be
provided. The Port is committed, however, to reserving a minimum of 65 car -trailer spaces.
These will be reserved to noon in accordance with the Port parking policy.
In a recent car -trailer parking use survey conducted by the Port over a I year period, the
65 car -trailer spaces provided satisfied the demand approximately 95% of the days during the
survey period. Peak demand days generally corresponded with summer salmon fishing
openers in the months July through August. Peak demand days are expected to exceed
capacity approximately 10-20 days in a typical year depending on the number of fishing
openers. During theses days, the Port will allow overflow car -trailer parking in Area A. In
addition, the Port has a lease agreement with an adjacent property owner, UNOCAL, to park
additional car -trailers.
3.2 CAR PARKING SPACE REQUIREMENTS
The required number of cax parking spaces for each category of Port usage is based on
Section 17.50.020 ECDC. A summary of the major uses and the required number of off-street
parking spaces at post development is sumn1arized in Table 2. In lack of any ECDC
requirements for marina uses, the Shoreline Handbook is consulted and.it recommends 1
parking space for every 4 boats stored in wet or dry moorage. As allowed under Section 20.30
ECDC, joint use of parking is allowed for up to 50 percent of the off-street, parking
requirements for primarily daytime uses (e.g., Dry Stack Commercial Addition) within 500
feet of primarily nighttime uses (e.g., Anthony's Homeport). The number of parking spaces
required for Dry Stack Commercial at night, therefore, is reduced from it's daytime
requirement of 74 to a nighttime requirement of 37. The total number of required daytime
parking spaces is 541 and 569 for nighttime (see Table 2).
61
CONCLUSION
Off-street parking demands for Port uses will be maximized when the Port has completed
all the development projects described in the South Harbor Master Pla.n. The inventory of
parking spaces available at the final post developed site configuration meets and exceeds the
number of off-street parking spaces required by Section 17.50 ECDC. During the daytime
there will be an estimated excess of 85 spaces and during the nighttime an excess of 97 (see
Table 3).
Table 3
Port of Edmonds Post Development Parking Summary
Car Parking'
Daytime
Nighttime
Total Off-street Parking Inventory
626
666
Total Off-street Parking Requirement
541
569
Per ECDC
Total Surplus
85
97
N.
FIGURES AND TABLES
0
Table I
Port of Edmonds Post Development
Off -Street Parking Space Inventory
Daytime Inventory
Nighttime Inventory
Car &
Car
Car &
Cars
Parking Area
Description of Area
Designation [1]
Trailer
Only
Trailer
Only
A
Proposed Dry Stack Parking (2]
-
rULG� -
.193
B
Public Boat Launch Area
")93
J4
0
84
C
Anthony's Homeport Area
"22
-
-
63
D
South Administration Lot
..63
49
49
E
North Administration Lot
162
162
F
Admiral Way (3)
-
G
Yacht Club
11
11
H
Arnies Landing (4]
-
-
I
Marina Beach Park [31
-
-
i
Proposed Marine Center
85
-
85
K
East of Admiral Parking Area
43,
19,
431
19
Total Parking Inventory 65 626 43 666
Notes
11] Parking not limited to designated areas: as one area becomes full it will overlow into adjacent areas
(2) Includes 23 spaces on Port property currently used by park visitors and Port tenants
[3] 81 spaces on Admiral Way & 51 spaces in park not included in parking inventory
[41 Not included in parking study Per Section 17.50.010 ECDC
0
0
Table 2
Port of Edmonds Post Development
Off -Street Parking Space Requirements Per 17.50 ECDC
Daytime
Nightime
Use
Code
Spaces
Spaces
Type of Buisness Use
Size
Units
Variable
Required
Required
Proposed Marine Center Buildings
Offices w/On-site Service
7,750
sf
400
19
19
Offices w/No On -site Service
7,750
sf
800
10
10
Retail
15,500
sf
300
52
52
Shop/Retail Storage
8,850
sf
1,000
9
9
Subtotal
39,850
90
so
Proposed Dry Stack Commercial Addition [1]
Offices w/On-site Service
7,595
sf
400
19
9
Offices w/No On -Site Service
7,595
sf
800
9
5
Retail
13,650
sf
300
46
23
Subtotal
28,840
74
37
Existing Facilties.
Port Administrative Offices [1
11,000
sf
800
14
7
Yacht Club
(2]
11
11
Anthony's Homeport
Varies (31
sf
(41
25
96
Subtotal
Varies
50
114
Boat Storage Facilities
Dry Stack Facility
310
boats
4
78
78
Dry Sta6k Vertical Expansion
170
boats
4
43
43
Boat Loft
100
boats
4
25
25
Wet Moorage
730 1
boats 1
41
183 1
183
Subtotal 1,310 328 328
Total Offstreet Parking Space Requirements 541 569
Notes
(11 Per Section 20.30.030 ECDC, up to 50% of the off-street parking requirements for primarily daytime uses
(e.g., dry stack commercial) within 500 feet may supply primarily nightime uses (e.g., Anthony's Homeport)
(2) Per agreement with the Yacht Club
(31 During daytime the 1 st floor only is open to public (4,500 so. At nighttime both floors are open to the
public (11, 160 so.
(41 20 for first 4,000 sf and I per 100 sf > 4.000
aERO T
OF
E D M 0 N D S STREET RE
336 ADMUtAL WAY
EDMONDS, WASHNGT'ON98020-7214
(206) 774-0549
PAX (206) 774-7837 SEPA ENVIRONMENTAL CHECKLIST
Port of Edmonds Dry Stack Boat Storage Facility
A. BACKGROUND
1. Name of proposed project, if applicable: Dry Stack Boat Storage Facility
2. Name of applicant: Port of Edmonds
3. Address and phone number of applicant and contact person:
Applicant: Mr. Bill Toskey, Executive Director
Port of Edmonds
Address: 339 Adn-dral Way
Edmonds, WA 98020
Phone: 425/774-0549 Fax: 425/774-7837
Contact Person Leslie Sacha, Environmental Consulting Services
929 North 76th Street
Seattle, WA 98103
Phone: 206/789-6926 Fax: 206/789-7048
4. Date checklist prepared: June 15, 1997
5. Agency requesting checklist: Port of Edmonds
6. Proposed timing or schedule (including phasin& if applicable):
SUIL-00911
SEP 2 8 lqq�8
The Port is proposing to begin construction of the Dry Stack Boat Storage Facility in fall
of 1997. Work would begin with demolition of the existing boat sheds. Work is to be
coordinated with two other construction projects: the Marina Reconstruction Project
(rebuilding of 12 moorage floats destroyed in the December 29, 1996 snowstorm) and the
South Marina Improvement Project (replacement of two floats, the bulkhead, and
construction of a new promenade). See item 7 for a description of these Port projects.
7. Do you have any plans for future additions, expansion, or further activity related to or
connected with this proposal? If yes, explain.
Yes. The Dry Stack Storage Boat Facility would be designed to allow for potential
vertical expansion of the dry boat storage facility (to allow for an additional level of
boat storage) in the future, but vertical expansion would be contingent on City approval of
a change in site zoning to accommodate the increased building height.
0 0
The dry stack storage facility is the second phase of coordinated south marina
improvements. Permits for the first phase of improvements, referred to as the South
Marina Improvement Project, were submitted in n-Lid-December 1996. (Note: these two
projects were initially proposed as a single project in July 1996, but were subsequently
proposed as separate projects to allow time for redesign of the Dry Stack Storage
Building). The shoreline permit and other federal and state permits for the South
Marina Improvement Project have been approved and a building permit is to be subn-dtted
in June 1997. Construction of this first phase (the South Marina Improvement Project) is
also planned for 1997. Please refer to section 11D Project Background.
Although not directly related to the Dry Stack Storage Facility, other upcoming or
potential projects that are planned for construction in 1997 or might be implemented in the
next five years are briefly described below. Projects include:
• Marina Reconstruction Project (1997)
• South Marina Improvement Project (include A -Dock replacement in 1997)
• J-Dock Maintenance Dredge Project (1997)
• G-Dock Bulkhead Repair Project (1997)
• Docks B-G and Docks I-N Sewer Hook -Up to Marina Pumpout Stations
• Covered Moorage for the North Side of G-Dock and the South Side of I -Dock
• Replacement or Elimination of H-Dock/Mid-Marina Project
Marina Reconstruction Project
The Marine Reconstruction Project is to rebuild 12 covered moorage docks lost or damaged
by the December 29,1996 snow and rain storm. Docks to be rebuilt include Docks B through
G in the south marina and Docks I through N in the north marina. All in -water piers
(main floats), finger floats, and piles will be replaced and utilities serving the docks will
be replaced or upgraded to meet code requirements. Covered moorage will be replaced on
all 12 docks, except that covered moorage on I and J Docks will be limited to the north and
south halves of the dock respectively. All permits have been secured and construction is
expected to begin in late June.
I -Dock Maintenance Dredge Project
This project is to remove up to 25 cubic yards of rocks and mounded sand that have
accumulated at the west end of J-Dock and that pose a navigation hazard. Sandy
material may be placed on the Old Boatyard Site at Dayton and Admiral or hauled to an
approved landfill or recycled. The Port plans to complete this maintenance project in
conjunction with the Marina Reconstruction Project to take advantage of mobilized
equipment and to minin-dze tenant disturbance. Permits have been secured and work is
expected to proceed after June 15, 1997.
G-Dock Bulkhead Repair Project
This project is to repair a section (approximately 180 feet long) of the existing timber
bulkhead between G-Dock and Anthony's Restaurant. Steel piles and concrete panels
would be placed adjacent to and in front of the existing deteriorating vertical timber
bulkhead structure in upper intertidal areas. The overhanging timber walkway would be
demolished to allow access to the bulkhead and would be replaced following bulkhead
repair with an aggregate concrete walkway. Timber piles would be removed and replaced
with concrete or steel piles. The Port plans to complete this maintenance project in
conjunction with the Marina Reconstruction Project to take advantage of mobilized
0
equipment and to minimize tenant disturbance.. Permits have been secure and work is
expected to proceed after June 15, 1997.
South Marina Improvement Project.
This project involves replacement of two deteriorating floats (A -Dock and the launcher
float); to reconstruct 900 feet of the deteriorating south marina bulkhead; replacement
and upgrade of the existing boat launch; construction of a 900-foot long public promenade
that overhangs the new bulkhead; consolidation of access to Floats B, C, D, E, and F from
the new promenade; excavation of approximately 6,400 cubic yards of shorebank
material; dredging of approximately 100 cubic yards of 'sediments at the base of the boat
launch; placement of 6,500 cubic yards of excavated and dredged material at the Port's
old boatyard site on the comer of Admiral and Dayton; and placement of approximately
2,500 cubic yards of rip rap as part of bulkhead repair.
In addition, as a mitigation measure for potential fish habitat impacts, the Port has
committed to placing an additional 500 cubic yards (six inches) of gravel and fine gravels
on top of the new rip rap slope between elevations +8.0 and 4.0 feet MLLW. The gravel
would provide a preferred habitat substrate and would fill in the voids in the underlying
larger rip rap rock. The South Marina Improvement Project is tentatively proposed to be
completed in 1997. Work will be coordinated with the Marina Reconstruction Project. The
Shoreline permit, the Corps Section 10/404 permit and the HPA have been secured.
Demolition, grading and building permit applications will be submitted in late June.
Work is expected to begin in late summer 1997 or early fall.
This project was initially proposed as part of the July 1996 Dry Stack Storage Facility
project as the first step in the Port's long range plan to replace all floats and together
with other related in -water improvements identified in the 1996 South Marina Master
Use Plan and the Port's 1996 Master Plan. The projects were later separated to allow
pem-dtting of needed in -water repair work to proceed during the redesign of the Dry
Stack Storage Facility consistent with the City's building height lin-dts.
Docks B-G and Docks I-N Sewer Hook -Up To Marina Pumpout Stations
Future sewer purnpout lines are being built into the new floats constructed as part of the
Marina Reconstruction Project. Sewer pumpout station connections are proposed to be
completed later as a separate project. Permit approvals for this connection would likely
be requested within the next two years. Sewer hook-ups require SEPA compliance and
would proceed under the normal federal, state, and local permitting processes.
Covered Moorage for North Side of G-Dock and South Side of I -Dock
Covered moorage for the north side of G-Dock and for the south side of I -Dock may be
proposed after the year 2000. These projects would require SEPA compliance and would
proceed under the normal federal, state and local pem-dtting processes.
Replacement or Elimination of H-Dock / Mid -Marina Project
Replacement (or possible elimination) of H-Dock may be proposed, potentially in
conjunction with other modifications to the mid -marina floats and/or modifications to
the mid -marina breakwater. The Port would likely seek permits to proceed with the H-
Dock project in 2000 (or later). These projects would require SEPA compliance and would
proceed under the normal federal, state and local pem-dtting processes.
0 0
8. List any environmental information you know about that has been prepared, or will be
prepared, directly related to this proposal.
• Port of Edmonds DNS & SEPA Checklist for the 17995 Comprehensive Plan, Dec. 1993
• Port of Edmonds 1995 & 1996 Master Plans
Port of Edmonds 1996 South Marina Master Use Plan
Port of Edmonds DNS/SEPA Checklist, Dry Stack Storage Facility, July 1996
Port of Edmonds DNS/SEPA Checklist, South Marina Improvement Project, Dec. 1996
Port of Edmonds DNS/ SEPA Checklist, Marina Reconstruction Project, January 1997
Port of Edmonds SEPA Addendum, Marina Reconstruction Project, March 1997
The City of Edmonds 1995 Comprehensive Plan ana Environmental Impact Statement
Traffic Impact Analysis for the Proposed Port of Edmonds South Harbor Master Plan,
Perteet Engineering, Inc. August 1996
Port of Edmonds Parking Study, Peratrovich, Nottingham, Drage, Inc. May 1997
9. Do you know whether applications are pending for governmental approvals of other
proposals directly affecting the property covered by your proposal? If yes, explain.
Building permits will be submitted in late June for the South Marina Improvement Project.
10. List any government approvals or permits that will be needed for your proposal, if known.
City of Edmonds: Shoreline Master Use Permit, ADB (Architectural Design Board)
Review, Building, Grading and Demolition permits.
Washington State Department of Ecology CZM Consistency Determination
Washington State Department of Ecology NPDES Stormwater Baseline Permit
Puget Sound Air Pollution Control Agency
City of Edmonds Sewer Utility Hook-up Approval
11. Give brief, complete description of your proposal, including the proposed uses and the size
of the project and site. There are several questions later in this checklist that ask you to
describe certain aspects of your proposal. You do not need to repeat those answers on this
page. (Land agencies may modify this form tb include additional specific information on
project description.)
The Port is proposing phased construction of a new 30'-high building near its south
boundary where five wooden boat sheds are currently located. Phase I would involve
demolition of the boat sheds and construction of a 30'-high, full -service Dry Stack Boat
Storage Facility. Phase I construction elements include the following:
• A full -service secure dry stack boat storage facility for 270-320 boats
• A Port administrative office to serve dry stack facility customers located in
the southwest comer of the facility;
• A general storage area in the southeast comer of the facility;
• A tenant workyard and boat washdown area on the south side of the building;
• New tenant lockers on the west and south sides of the building;
• A mechanical room on the west side of the building;
• A roof canopy over the launching area;
• Reconfiguration, re -striping, and re -paving of parking areas;
• Fencing and landscaping to buffer buildings, parking areas and to segregate
and buffer work areas; and
• Expansion and upgrade of sewer and water service and fire protection
improvements.
4
Phase 11 would involve construction of a two-story, 30'-high addition of approximately
29,000 square feet of office and retail space on the north side of the dry stack boat storage
building. The future Phase H building area would be fenced and used as a boat storage
area until tenant demand warrants construction of the Phase H addition. Additional
landscaping would occur following completion of the Phase 11 building addition.
A. PHASE I - DRY STACK BOAT STORAGE FACILITY
Dry Stack Budding: The new dry stack boat storage building would provide secure
covered storage for 270 to 320 boats up to 32'in length. The actual dry stack building
would be rectangular in shape, but has " cut-out" comers that support other uses. The total
floor area of the dry stack boat building is approximately 75,500 square feet (excluding
the square footage of facilities to be located in the "cut out comers"). The maximum
dimensions of the dry stack building would be 346-long (between the north and south
building face) by 230' -wide (between the east and west building face). The maximum
Phase I building height would be 30-feet.
The dry stack building layout provides for five covered (roofed) boat storage units (a
center unit together with north, south, east and west units) served by a uncovered, open-
air aisles that allow for fork lift access to each storage unit. Individual boat storage units
consist of a rack storage system designed to accommodate either two or three levels of
boats. This design allows some flexibility to adjust the rack configuration if the n-dx of
small and large boats should change.
The building interior floor would be constructed of approximately 8-inch thick concrete in
order to support fork lift operations. The building floor would be graded to drain
stormwater to a central stormwater drain. The dry stack building would be a pre-
engineered metal building with a gabled metal roof and pre -painted steel exterior walls.
All structural elements would be hot -dipped galvanized metal. The perimeter foundation
would extend three feet above the floor. The design incorporates a variety of
architectural details to mitigate its visual bulk, including use of color, roof canopies, roof
overhangs, landscaping, and windows in the Port comer office and the Phase 11
retail/office addition.
Other Phase I development intended to support the dry stack storage facility would
include the following:
Port Administrative Office: A two-story administrative office would be constructed in
the southwest "cut-out" comer of the dry stack building to provide efficient on -site
customer service and increased security. Restrooms would be available inside the building
for public use. Total gross square footage would be approximately 1,475 square feet.
Southeast Storage Area: A two-story enclosed storage area (approximately 1,800 square
feet) with stairway access would be provided in the south east comer of the budding.
Tenant Use Workyard/Washdown Pad: A fenced and landscaped work yard area for
minor tenant repair activities, and a washdown pad designed to collect and route
washdown water to the sanitary sewer system would be provided along the south side of
the Dry Stack Storage Facility.
A minimum of eight upland work spaces for minor repair and maintenance would be
provided for tenants' use. All work spaces would include electrical power, lighting, and
water. Only minor maintenance activities would be allowed in the boat yard including
touch-up painting, engine testing and engine flushing. Major engine overhauls and major
0 0
bottom painting and scraping is required to be performed at the main boat repair yard
located east of Adn-dral Way. An additional four -to -six short term "wash down only
workspaces may also be provided. Four in -water work spaces woulid be provided along the
launcher float for tenant use during non -peak launching periods.
New Tenant Lockers: Approximately 65 storage lockers would be provided for tenant use.
Lockers would be located on the upper story and ground level along the west (water) side
of the dry stack building and at ground level along the south side. Lockers Would be
accessible from the exterior of the building 24 hours a day. Ground -level lockers would
meet ADA criteria for accessibility. A freight elevator and a stairway- located in the
northeast comer of the building would service the lockers on the second story (and serve
the Phase H addition). A stairway in the Port office would provide a second access to the
second -story lockers during operating hours.
Mechanical room: A small mechanical room (approximately 400 square feet) would be
established on the west side of the building. This area would house the control and power
supply panels for the sanitary pump station, the irrigation system, the fire alarm, the
building sprinkler system as well as general lighting and electrical systems. Mechanical
equipment would also include HVAC for the office and a sprinkler control valve room.
A roof canopy, approximately 64 feet wide, would extend approximately 32 feet from the
west side of the dry stack building in order to Provide weather protection for the
launching area. A roof overhang would extend approximately four feet along the west
wall above the second -story tenant lockers. Five-foot roof overhangs would also extend
from the east and south sides of the dry stack building. The roof canopy and overhang
would provide visual interest and color accent.
Parking Areas: To maximize the number of off-street parking spaces, existing parking
areas would be reconfigured and re -striped.
Proposed fencing and landscaping along the Port's south boundar . y would bisect and
segregate an existing open parking area currently shared by the Port and the adjacent
public park users. The intent is to set aside parking for Dry Stack Facility tenant uses
(i.e., for parking, unloading, boat repair and boat washdown). These 24 parking spaces
would no longer be available to park visitors. The existing row of parking spaces on the
north side of Marina Beach Park would remain open to park visitors.
On the east side of the new dry stack building, a sidewalk together with landscaping
would be installed, and a row of 900 parking slots would be created between Admiral
Way and the new sidewalk (parking would be perpendicular to Admiral Way). These 35
new parking spaces would be available to port tenants with windshield stickers and to
the general public (including park visitors) consistent with the Port's parking policy". In
addition, a new row of 900 parking would be created during Phase I along the north side of
the building. In Phase II (construction of the retail /office addition), specific parking slots
would be set aside for disability parking.
(** The Port's parking policy is that: 1) marina tenants with windshield stickers have no
time limit, and 2) the general public can park in the Port's parking lot for up to three
hours. The first offense is ticketed. A barrel and chain is placed on the car following the
second offense and a fine must be paid to release the vehicle.)
Fencing and Landscaping: On the east side of the dry stack building, tan shrubs would be
placed along face of the building and trees would be planted in parking island planters.
Trees and shrubs would be planted in the parking lot islands during Phase 1.
ri
On the south property line between Marina Beach Park and Port property, mi Phase I
trees and shrubs would be planted and an 6-high cyclone fence would be installed to
create and to segregate a boat repair/washdown area and a separate parking area for dry
stack facility tenants (for loading and unloading). A gate would also be installed wide
enough to adn-dt the fork lift.
On the north side of the building, in Phase 1, a temporary 8'-high cyclone fence with
plastic slats for view blockage would be installed around the interim boat storage area
(proposed Phase 11 building area) and planters would be placed along the east side of the
fence line. Phase 11 development and landscaping is described below in Section B.
Additional trees and shrubs would also be placed in parking lot islands in the
reconfigured parking area north of the dry stack building in Phase 1.
Utilities/Fire Protection: Additional sewer and water lines would be constructed and
lines would be extended to provide service to the new Dry Stack Storage Facility and the
Phase II office/retail building. A new water line would be constructed adjacent to the
existing City and WSDOT stormwater easement that traverses the west and north sides
of the Port's property boundary. Potable water would be provided for the office, to the
yard hydrants inside the building, to the hose bibs in the boat work yard, and to the
wash pad.
A new sewer pump station would be located along the southern boundary adjacent to
Marina Beach Park. Sewage from the office restrooms and the boat wash pad would
gravity feed to the new pump station. A 1,500'-Iong force main would pump sewage to a
new manhole connected to the City gravity sewer conne�tion along Admiral Way. The
sewer line and new lift station would be designed with capacity to allow for future hook-
up to sewer pumpout units installed on the end of Docks A-G.
New fire hydrants would be placed around the exterior of the building. Sprinklers would
be provided for each boat rack level. The promenade would serve as a fire lane along the
west (water) side of the dry stack facility.
One new stormwater outfall would be installed to replace four existing outfalls that
currently discharge to the marina basin. A separate stormwater conveyance system would
collect and direct roof runoff to the outfall. The main stormwater conveyance system
would collect runoff from the open air forklift aisles inside the dry stack building and
from the south side of the buildin& conveying this runoff to an oil /water separator prior
to its discharge. Impervious surface area would not be increased.
B. PHASE II - COMMERCIAL RETAIL AND OFFICE BUILDING
The project design would allow for the future addition of a two-story office/commercial
building along the north side of the dry stack building. The Phase II building area wraps
around the dry stack building, utilizing its "cut-out" comer spaces. The Phase II addition
would result in a total building length (measured north to south) of 392 feet, increasing
the overall dry stack building length by 46 feet. The east -west dimension of the office
would be approximately 250 feet, approximately the same as the dry stack building.
Phase 11 would provide approximately 29,000 square feet of commercial office and retail
space.
The Port would encourage marina -related retail businesses on the first floor. The second
floor would provide commercial office space. Landscaping is described in section B above.
The primary access to the retail/office addition would be through a central entryway
7
served by a stairway and elevator. The second story offices could also be accessed from
stairways on the east and west side of the building and from the freight elevator on the
west side of the building.
In Phase H, additional trees would be provided in the parking area in front of the new
building addition. (Note: an alternative landscaping plan is presented in the event that
the Phase 11 addition (retail/office building) is not constructed. This altemate plan calls
for additional trees and landscaping to be planted along the north side of the boat Storage
area, fence line.) -
C. DEMOLITION AND CONSTRUCTION ACTPVITIES
Demolition: Existing upland structures and infrastructure, including boat sheds, fencing,
port -a -potties, asphalt paving and concrete, and the existing stormwater conveyance
system would be demolished. Demolition debris would be hauled off site to an approved
landfill or a recycling center.
Grading: Site grading would require approximately 1,800 cubic yards of cut and placement
of approximately 500 cubic yards of fill to grade the foundation and interior of the
building area for proper drainage and to prepare the site for new asphalt. Erosion and
sedimentation control measures would be implemented per an approved plan to protect
water quality.
Paving: Approximately 120,000 square feet of pavement would be demolished within the
future dry stack building footprint and from the south and east sides of the building to the
property lines. Additional pavement would be removed as needed for utility installation.
The boat work yard area south of the dry stack building would be repaved with concrete.
The parking areas south and east of the new building would be repaved with asphalt.
The existing paving in the area proposed as an interim boat storage yard on the north side
of the building would be left in place with patching performed as necessary. The larger,
reconfigured parking area north of the dry stack building would be evaluated to
determine the extent of patching, demolition and re-pavernent needed following
completion of the Marina Reconstruction Project and prior to preparing contract documents
for the dry stack facility.
Building Construction: The site has several restrictions which affect its use and layout: a
high water table and a long narrow site that requires linear building plans. The dry stack
building would be pre-engineered, fairly light weight metal building, thus avoiding the
need for a piling foundation or for a deeper foundation into the high water table. The
Phase 11 retail/office building would be standard construction and would require a
shallow foundation.
Utility Installation: Shallow trenches would be excavated to install stormwater, water
and sewer lines above the groundwater table. Excavation would be necessary to install a
new sewer lift station along the perimeter of the site and within the existing Port
parking lot area.
D. STORAGE AND LAUNCHING OPERATION
The facility would provide storage for boats that are 18 feet to 32 feet in overall length
(18 to 28 feet vessel length) and have a maximum weight (including on -board fuel, water
and gear) of 15,000 pounds. Storage capacity exists for up to 320 boats.
8
The new dry stack storage facility is designed to allow for high speed transfer,
launching, and retrieval of vessels. Boats would be temporarily moored and launched
from the new launching float and the south side of A -Dock at the southern end of the
moorage basin. (Note: the new hydraulic launch, A -Dock and the staging float are being
developed as part of the South Marina Improvement Project).
Tenants will be able to call ahead to request that their boats be launched and waiting for
use at the new in -water launching/staging floats. It is expected that under normal
operation, tenants may call fifteen minutes in advance and their vessels would be
launched and waiting for them upon their arrival.
Two forklifts would be available to unload boats stored inside the dry stack building.
Access to the launch area is from the southwest end of the dry stack building. Boats would
be transferred by forklift to one of the two new hydraulic cradle type launchers located in
the south marina. The hydraulic launchers would be deployed to launch and retrieve
boats into and from the water. It is expected that a single boat can be retrieved from the
dry stack building and launched in less than five minutes. The longest expected wait time
for vessel launching is 20 minutes. The design daily use is 75 vessels launched and
retrieved per day at a design rate of 12 vessels per hour. The facility design allows for a
peak rate of 24 vessels launched per hour if two forklifts are used.
For pedestrian /tenant safety, public access would be restricted between the building boat
load/unload area and the new hydraulic boat launch work area where forklift traffic is
expected. Pedestrian traffic to and from the new south promenade and Marina Beach
Park would be routed via a pedestrian overpass above the boat launcher. Dry stack
facility tenants would be able to access the launching float and the south side of A -Dock
from the parking lot and the promenade.
E. PROJECIr BACKGROUND
The concept of a dry stack boat storage building was first proposed in the 1991 Port
Master Plan and has been carried forward in subsequent updates of the Port's' Master
Plan. A detailed study, the South Marina Master Use Plan, was completed in February
1996. This Plan further refined and assessed the concept and location of a Dry stack
storage facility and developed a coordinated program for replacement and improvement
of deteriorating south marina facilities (i.e., the boat sheds, Docks A-G, the existing boat
storage facility across Admiral Way, the launching float, and the southern boat launch).
The Plan also evaluated how to best utilize limited Port property (uplands and wet
moorage) to meet the changing demands of the recreational boating public.
Findings and Recommendations of the South Marina Master Use Plan include:
• Given limited land and in -water moorage area, a new dry stack storage facility for
vessels under 32 feet in size is the most efficient way to meet the demands (and
waiting list) for recreational boat storage;
• The existing boat sheds located within the south marina are deteriorating and need
tc) be replaced. The layout of the existing boat sheds is an inefficient use of Port land;
• Locating a dry stack storage facility on the southe rn shoreline location next to the
south launching facility would improve operating efficiency and reduce the time
needed to launch vessels. The Plan would also allow rebuilding and reuse of an
existing boat launch facility;
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The launcher float and A -Dock have deteriorated and require replacement. With
relocation of Bud's Bait shop, the layout of the new launcher float and A -Dock could
be maximized to support the higher volume boat launching system needed for
customer convenience,
The south marina site presents some restrictions that affect the layout of a dry stack
storage facility, including a high water table and a long narrow site that requires
linear building plans.
In July 1996, based on the South Marin a Alaster Use Plan, the Port proposed construction of
a new dry boat storage building that would allow boati to be stacked four high to improve
building efficiency and to optimize shoreline use. The Port's intent was to replace existing
upland boat storage with a consolidated dry storage facility. At that time, the project
proposal also included coordinated replacement of the existing south marina bulkhead,
the launcher float, A -Dock and the launching facility as wen as construction of a new
promenade and viewing. platform. In July 1996 the Port issued a SEPA checklist together
with a DNS for this total project, and submitted an application for a shoreline permit
and a zoning variance for building height to the City of Edmonds.
Because of conflicts with height limits in the City's existing zoning code, the Port
subsequently withdrew the July proposal and decided to split the Dry Stack Storage
Project into two phases. This approach allowed time to develop a plan for a dry stack
building that met the City's 30' building height limit, while still proceeding with
permitting of necessary in -water repairs and other improvements in the south marina.
In early December 1996, pern-dt applications for first phase of the project (referred to as
the South Marina Improvement Project) were submitted to address replacement of the
bulkhead, A -Dock and the launching float, the launching facility as well as construction
of the promenade and viewing platform (to be done in conjunction with bulkhead
replacement). The shoreline pern-dt and other federal and state pern-dts for the South
Marina Improvement Project have been approved. A building pern-dt will be submitted in
June 1997. Construction of this first phase is planned for 1997.
The current Dry Stack Storage Facility proposal constitutes the second phase of the south
marina improvements. The Port had intended to subn-dt the revised Dry Stack Storage
Facility Project proposal in February 1997. However, submittal of the new plan was
delayed because of the need to direct resources to permitting and rebuilding the in -water
marina facilities destroyed in the December 29, 1996 snow storm.
12. Location of the proposal. Give sufficient information for a person to understand the
precise location of your proposed project� including a street address, if any, and section,
township, and range, if known. If a proposal would occur over a range of area, provide the
range or boundaries of the site(s). Provide a legal description, site plan, vicinity map,
and topographic map, if reasonably available. While you should submit any plans
required by the agency, you are not required to duplicate maps or detailed plans
submitted with any permit applications related to this checklist.
The Dry Stack Storage Facility project site is located at the southern end of the Port of
Edmonds Marina. All work would occur on uplands adjacent to the moorage basin which is
surrounded by a breakwater and located on Puget Sound. The site address is 336 Admiral
Way, Edmonds, Washington, 98020. The site is located within Section 23 Township 27 N,
Range 3E, within the City of Edmonds and Snohomish County. See Figures 1 and 2.
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B. ENVIRONMENTAL ELEMENTS
1. Earth
a. General description of the site (circle one): Flat, rolling, hilly, steep slopep, mountainous,
other.
The upland marina site is flat.
b. What is the steepest slope on the site (approximate percent slope?)
Less than 1%.
C. What general types of soils are found on the site (for example, clay, sand, gravel, peat,
muck)? If you know the classification of agricultural soils, specify them and note any
prime farmland.
Crushed rock ((base for asphalt paving), marine sand fill (from original dredging of the
south moorage basin) over the underlying gravely -sandy subsurface soils.
d. Are there surface indications or history of unstable soils in the immediate vicinity? If so,
describe.
No.
e. Describe the purpose, type and approximate quantities of any filling or grading proposed.
Indicate source of fill.
Site gradiiig would require approximately 1,800 cubic yards of cut and placement of
approximately 500 cubic yards of fill to grade the building interior for proper drainage.
Approximately 120,000 square feet of pavement would be demolished within the future
dry stack building footprint and from the south and east sides of the building to the
property lines. Re -grading the area (for placement of new pavement) outside the building
footprint would be limited in order to retain -the existing crushed -rock base under the
existing pavement. Clean structural fill would be imported with the source to be
determined by the contractor.
f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe.
Slight potential for soil erosion exists during demolition and site grading. However,
because the site is flat, and erosion and sedimentation controls would be implemented, it
is expected that erosion would be effectively controlled.
g. About what percent of the site will be covered with impervious surfaces after project
construction (for example, asphalt and buildings)?
The existing project site is paved or covered with asphalt (100% of the surface is
impervious). After project construction, the amount of impervious surface would be
slightly reduced because new parking island planters would be constructed. 7his reduction
would not be significant.
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h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any:
Erosion control measures would likely include use of silt fencing, covering of catchbasins,
sweeping, dust suppression, covering of stockpiles, and other measures as required by the
City of Edmonds drainage /erosion -sedimentation control plan.
2. Air
a What types of emissions to the. air would result from the proposal (i.e., dust, automobile,
odors, industrial, wood smoke) during construction and when the project is completed? If
any, generally describe and give approximate quantities if known.
Construction equipment would generate diesel fumes and minor amounts of particulates
and dust. Lin-dted planned grading activities could generate dust. Impacts would be
localized, minor, and temporary. Forklift operation would generate minor emissions and
engine flushing and limited engine testing, a continuation of current practice, would
generate emissions and odors typically associated with gas powered outboard motors. It is
expected that such emissions and odors would be of short duration and would dissipate
quickly. No significant change in en-dssions is expected from long-term project operation.
b. Are there any off -site sources of emissions or odor that may affect your proposal? If so,
generally describe.
No
C. Proposed measures to reduce or control emissions or other impacts to the air, if any:
Dust suppression methods could be used as necessary during grading activities.
Operational equipment (forklifts) will be meet current machinery air emission standards.
If a major engine problem exists (that would result in severe engine en-dssions), repair or
maintenance would likely be completed off site or in the Port's workyard across Adn-dral
Way.
3. Water
a . Surface:
1) Is there any surface Water body on or in the immediate vicinity of the site (including
year-round and seasonal streams, saltwater, lakes, ponds, wetlands?) If yes, describe
type and provide names. If appropriate, state what stream or river it flows into.
The project site is located at the southern upland portion of the Port of Edmonds marina.
The marina is located on Puget Sound. The 20-acre Edmonds (Union Oil) Marsh is located
upstream and across Admiral Way, a minimum of several hundred feet from the project
site. Shelleberger Creek (a salmon bearing stream) upstream of the project site, flows into
the Edmonds -Union Oil Marsh site prior to its discharge through tidal gates to Puget
Sound (outside the marina basin) via a culvert extending under Burlington Northern
property that is leased to the Port.
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2) Will the project require any work over, in, or adjacent to (within 200 feet) the described
waters? If yes, please describe and attach available plans.
Demolition, site grading, building and paving would occur within 200 feet of marine
waters.
3) Estimate the amount of fill and dredge material that would be placed In or removed from
surface water or wetlands and indicate the area of the site that would be affected.
Indicate the source of fill material.
No fill would be placed in surface waters or in wetlands and no dredging is proposed.
4) Will the proposal require surface water withdrawals or diversions? Give general
description, purpose, and approximate quantities if known.
[Me
5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan.
No.
6) Does the proposal involve any discharges of waste materials to surface waters? If so,
describe the type of waste and anticipated volume of discharge.
No waste materials would be discharged to surface waters.
b. Groundwater.
1) Will ground water be withdrawn, or will water be discharged to ground water? Give
general description, purpose, and approximate quantities if known.
Minor construction de -watering will be required for installation of the sewer pump -
station on the south boundary of the Port's property.
2) Describe waste material that will be discharged into the ground from septic tanks or
other sources, if any (for example: domestic sewage; industrial, containing the following
chemicals.... agricultural; etc.). Describe the general size of the system, the number of
such systems, the number of houses to be served (if applicable), or the number of animals
or humans the system(s) are expected to serve.
No waste material would be discharged to groundwater.
C. Water Runoff (including stormwater):
1) Describe the source of runoff (including stormwater) and method of collection and
disposal, if any (include quantities, if known). Where will this water flow? Will this
water flow into other waters? If so, describe.
Stormwater runoff from paved areas (with the exception of the wash down pad) and from
the inside of the dry stack building would be routed to catchbasins and discharged to the
marina basin via stormwater outfalls. Stormwater runoff from the building roof would be
routed directly to the stormwater outfall and discharged to the marina basin. During use
of the wash down pad, wash water would be routed to the sanitary sewer in compliance
with the Port's NPDES general stormwater baseline permit. When the wash down pad is
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not is use, stormwater runoff would be routed through a catchbasin to the stormwater
outfall and subsequently discharge to the marina basin.
2) Could waste materials enter ground or surface waters? If so, generally describe.
Some potential exists for waste materials (construction debris and spills from construction
equipment, etc.) to enter surface waters (the marina basin) during construction. Adherence
to best management practices is expected to acceptably minimize or exclude potential
water quality impacts.
Some potential exists for waste materials to enter marine waters when tenants perform
minor boat repair and maintenance activities. However, all marina tenants are required
to comply with best management practices for boatyard repair work and all maintenance
work would be accomplished within a controlled drainage area (for example, the wash
pad area or Port's larger boat repair yard) subject to NPDES pern-dt requirements. (Note:
only minor maintenance activities would be allowed in the new south marina boat yard
repair area, including touch-up painting, engine testing and engine flushing. Major engine
overhauls and major bottom painting and scraping must be performed at the main boat
repair yard located east of Admiral Way.)
d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any -
During construction, the contractor would be required to comply with measures to protect
water quality and to prevent or control accidental release of materials into Puget Sound.
Tenants are required to comply with best management practices for boatyard repair work.
The Port of Edmonds has prepared a Spill Prevention and Response Plan which identifies
proper measures in the event of a spill or release of hazardous substances to the
stormwater drainage system or directly to surface waters. The Port actively maintains a
Spill Response Equipment Station and a spill response boat at the marina.
4. Plants
a . Check or circle types of vegetation found on the site:
----- deciduous tree: alder, maple, aspen, other:
----- evergreen tree: fir, cedar, pine, other.
----- shrubs
----- grass
----- pasture
----- crop or grain
----- wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other.
water plants: water lily, eelgrass, milfoil, other. algae and small marine plants
an bulkhead and breakwater slol2es
x other types of vegetation_ornar�ental a=ies in ul2land strip landscaping and
planter boxes
b. What kind and amount of vegetation will be removed or altered?
No vegetation would be impacted.
C. List threatened or -endangered species known to be on or near the site.
None are known.
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d. Proposed landscaping, use of native plants, or other measures to preserve or enhance
vegetation on the site, if any:
Trees, shrubs and other landscaping is proposed to buffer an d* screen the dry stack building
and workyard/boat storage areas. In addition, trees and other landscaping would be
installed in parking lot planters. A landscaping plan has been prepared and will be
subject to City of Edmonds Architectural Review Board (ADB) review and approval.
5. Animals
a. Circle any birds and animals which have been observedon or near the site or are known to
be on or near the site:
x— birds: hawk heron sAgle, songbirds other: killdeer, gull, terns, other passerine
birds, American Robin, Brown -headed Cowbird, Bushtit, Chestnut -backed
chickadee, crown, cormorant, pigeon, finch, nuthatch, guillemot surf scotter,
towhee, thrush, kingfisher, sparrow, wrens, sandpiper, western grebe, surf and
white -winged scoter and various other waterfowl (see also preliminary DEIS,
Edmonds Crossing, August 1996)
mammals: deer, bear, elk, beaver, other: n-dnk, otter, squirrel, raccoon, whales,
California and stellar sea lions, whales
x fish: bass, salmon trout, herring, shellfish other. squid. various sRecies of crab,
dams. sea star. rockfish. ling cod. cabezon
b. List any threatened or endangered species of wildlife known to be on or near the site.
Humpback whale, stellar sea lion, and leatherback sea turtles were identified by
National Marine Fisheries Service as federal threatened or endangered species
potentially within in the broader Puget Sound vicinity. Bald eagles and blue heron are
state designated priority species that have been observed within the project vicinity.
(Bald Eagles are also a federally listed species.) Pileated woodpecker and black tems
(birds) and several anadramous fish (chinook, coho, chum, sockeye, pink salmon, and sea -
run cutthroat trout), known to be present in the broader project vicinity are candidates for
listing under the Endangered Species Act. The Union Oil (Edmonds) Marsh and the
wooded hillside to the southeast of the Port support a variety of birds and wildlife.
(reference: preliminary DEIS Edmonds Crossing, Technical Appendix, August 1996).
C. Is the site part of a migration route? If so, explain.
Yes. Migrating anadramous and other marine fish use the nearshore and shoreline areas
of Puget Sound. The Port is located along the Pacific Flyway, a significant route for
migratory birds.
d. Proposed measures to preserve or enhance wildlife, if any:
No measures are proposed
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6. Energy and Natural Resources
What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet
the completed project's energy needs? Describe whether it will be used for heating,
manufacturing, etc.
The project would (continue to) use electricity to support marina operations.
b. Would your project affect the potential use of solar energy by adjacent properties? If so,
generally describe.
No.
C. What kinds of energy conservation features are included in the plans of this proposal?
List other proposed measures to reduce or control energy impacts, if any:
No specific measures are proposed. Buildings would meet energy codes.
7. Environmental Health
a Are there any environmental health hazards, including exposure to toxic chemicals, risk
of fire and explosion, spill, or hazardous waste, that could occur as a result of this
proposal? If so, describe.
Yes. The existing potential for chen-dcal releases, fire, and explosion associated with
normal marina operation would continue. Construction activities slightly increase the
potential for hazards of spills on a temporary basis.
1) Describe special emergency services that might be required.
Required fire, police, and emergency medical would be consistent with existing level of
service. The Port actively maintains a spill response boat as well as spill response
equipment. On -site staff is trained in spill response.
2) Proposed measures to reduce or control environmental hazards, if any.
During construction, the contractor would be required to comply with measures to protect
water quality and to prevent or control accidental release of materials into Puget Sound.
The Port of Edmonds has adopted a Spill Prevention and Response Plan which identifies
proper measures in the event of a spill or release of hazardous substances. Upgrade of the
fire protection system is expected to acceptably minin-dze potential fire hazard. The Port
has implemented best management practices for boat repair and has required tenants to
comply with these measures. The Port maintains a hazardous waste collection program
for its tenants.
b. Noise
I0 What types of noise exist in the area which may affect your project (for example: traffic,
equipment, operation, other)?
Existing background noise (minor vehicular traffic, marina operation, and train traffic)
would not impact the project.
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2) What types and levels of noise would be created by or associated with the project on a
short-term or a long-term basis (for example: traffic, construction, operation, other)?
Indicate what hours noise would come from the site.
Short-term noise levels (over an approximate 6-9 month period) would increase during
project construction during day -time hours. Construction noise sources would include
construction traffic and heavy equipment operation.
The new Drystack Storage Facility will generate noise similar to that generated by the
existing boat shed and yard storage operations, Noise would be primarily associated
with forklift operation, engine flushing (sea water is flushed from the boat engine with
fresh water), and on a more limited basis, from engine testing that occurs during minor
maintenance activities. Some increase in noise levels is projected as boat storage capacity
will increase from approximately 200 boats (existing capacity) to up to 320 boats.
However, no significant increase in noise levels is anticipated as most operational
activities are a continuation of existing tenant practices.
Forklifts will generate low levels of noise, however, the majority of their operation will
be within the building and the 30 foot walls will contain and muffle most forklist noise.
Currently, tenants perform engine flushing and testing next to the launching float or near
the boat sheds. The Dry Stack Storage Facility will provide a specific work area (wash
pad) for port staff or tenants to perform these activities. The proposed work area is
adjacent to the Marina Beach Park parking lot and a minimum of 120 feet from picnic
tables located in the vicinity of the grassy knoll above the marina. Park users within the
immediate vicinity of the work area will be subject to noise impacts of engine flushing
and engine testing. Beyond this distance, noise is gradually attenuated by topography
and beach noise. Also, intern-dttent background noise from frequent passage of trains on
the nearby BN rail line is significantly louder than boat engine noise.
Currently, port staff estimates that during summer peak use periods, up to 4 boat owners
may flush their engines within a one hour period upon their return. (Note: Not all boat
owners flush their engines). Engine flushirig is typically performed in the late afternoon
when boat owners return. Engine flushing is completed within 3-5 minutes. Currently, boat
owners flush their engines next to the existing tenant -operated launch facility. Following
construction of the Dry Stack Storage Facility, boat owners will flush their engines in the
designated work area. Assuming use is proportional to the increased number of boats,
owners or port staff could flush up to a maximum of 6 to 8 boat engines in the work area
during weekend peak use periods, resulting in an increase in duration and levels of
associated engine noise. Estimates are based on existing operations and marina use
estimates. Peak use is typically on week ends. Typically, no more than 10% of stored
boats are out on a weekend day. During a major holiday weekend, up to 25-30% of boats
might be out in the water, but some boats go out oven -tight or for several days.
Some engine testing will occur in the wash down area that might impact park visitors.
Some boat owners tune their boats engines on -site, but most tenants haul their boats off -
site for service. Also, some mechanics or boat owners perform engine testing in the water,
which reduces the noise generated with engine testing. Noise impacts from engine testing
may be increased due to the increase in the number of stored boats.
3) Proposed measures to reduce or control noise impacts, if any:
Standard mufflers would be used on construction equipment and on the Port's fbrklift.
Construction and operational noise would be limited to day time hours. The project would
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be required to comply with State of Washington noise lin-dts (WAC 173-60) adopted by
the City of Edmonds. The project is located a minimum of several hundred feet from
wooded areas and the Edmond's-Union Oil Marsh. This distance will minimize potential
impacts to birds and animal species using these areas..Also, bird and animal species are
acclimatized to loud noise from frequent passage of trains on the adjacent BN rail line.
Train noise is significantly louder than expected operational noise.
S. Land and Shoreline Use
a . What is the current use of the site and adjacent properties?
The current use of the project site is boat storage (in five existing boat sheds), parking, and
launching of boats. Site operations within the broader Port of Edmonds' 40-acre marina
complex include: marina operations, boat launching, boat storage, boat wash down and
repair, boat moorage, and various tenant commercial uses (office space, restaurants).
The Burlington Northern railroad line bisects the Port property. The City's Marina
Beach Park is located adjacent to and south of the project site. Olympic Beach Park and
the Fishing Pier are located on the north side of the marina complex. The 20-acre
Edmonds (Union Oil) Marsh is located to the south and east (upstream) of Port's Harbor
Square property east of Admiral Way and the railroad tracks. Shelleberger Creek (a
salmon bearing stream) is upstream and flows into the Edmonds Marsh site. The Port is
within the City's Downtown Waterfront Zone.
b. Has the site been used for agriculture? If so, describe.
No.
C. Describe any structures on the site.
Existing structures include existing boat sheds and paved parking lots.
d. Will any structures be demolished? If so, what?
Existing upland structures and infrastructure, including boat sheds, fencing, port -a -
potties, asphalt and concrete, and the existing stormwater conveyance system would be
demolished. Demolition debris would be hauled off site to an approved landfill or to a
recycling center.
e. What is the current zoning classification of the site?
Commercial Waterfront.
f. What is the current comprehensive plan designation of the site?
Urban Activity Center.
g. If applicable, what is the current shoreline master program designation of the site?
Urban.
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h. Has any part of the site been classified as an "environmentally sensitive" area? If so,
specify.
Yes. The marina (shoreline) is designated as "environmentally sensitive".
Approximately how many people would reside or work in the completed project?
The Port employs 20 to 35 staff. An additional two to four staff would be employed to
operate the dry stack storage facility.
je Approximately how many people would the completed project displace!
None. Tenants who store boats in the existing boat sheds would have the opportunity to
store their boats in the Dry Stack Storage Facility.
k. Proposed measures to avoid or reduce displacement impacts, if any -
No residents or workers would be displaced by the project. No mitigation measures are
proposed.
Proposed measures to ensure the proposal is compatible with existing and projected land
uses and plans, if any:
City and Port Comprehensive Plans: the project is compatible with existing and projected
land uses and is compatible with the City of Edmonds 1995 Comprehensive Plan and the
Port's 1996 Master Plan. No mitigation measures are proposed.
A Feasibility Study for Willow Creek -Union Oil Marsh Enhancement Plan, June 1991:
Several citizens have expressed concern that the Port's proposed Dry Stack Storage
Facility would constrain or eliminate two conceptual alternatives presented in a 1991
study for improving saltwater interchange within the Edmond's Marsh. Two of the eight
alternatives evaluated in this study evaluate the potential routing of the stream across
the Port's south marina parking lot. These alternatives are: 1) routing the Willow Creek
stormwater outfall as a culvert under the Port's parking lot with discharge into the Port's
marina basin; or 2) constructing an open -stream bed across the Port's parking lot with
discharge into the Port's marina basin. The study's recommended alternative would be to
route Willow Creek south of Port property (City Marina Beach Park) through a new
south marsh (also to be created) near the Union Oil tanker off-loading facility at an
estimated 1991 cost of $1.6 Million.
This study has not been formally reviewed by the Port Commission nor formally reviewed
by the public. However, the Port's prelin-tinary assessment is that the concept of locating
an open -stream bed across the existing parking lot is not feasible due to the impacts to
internal traffic circulation and to marina operations if an open stream bed is constructed
that bisects the Port's marina property.
However, the concept of placing a culvert or a grated stream bed under the Port's south
marina parking lot between Anthony's Restaurant and the Dry Stack Facility may be
feasible. Existing state and city stormwater fines as well as Port sewer and other utility
lines would likely need to be relocated. Parking areas would need to be re -paved and
marina operations would be temporarily disrupted. The Port's plans Wdevelop a Dry
Stack Storage Facility would not measurably impact implementation of the closed
culvert alternative beyond the already existing subsurface obstacles. The new pipe and
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outfall would be located north of the building footprint (Personal communication with
City of Edmonds -June 13,1997).
Other factors may affect the viability of this alternative. The Feasibility Study
indicated that a new south breakwater configuration may be needed to assure adequate
water quality for saltwater exchange within the moorage basin. The Port has identified
the possible long-range need to replace or repair parts or all of the breakwater in their
long- term 10 year plan. However, the high cost of breakwater replacement, the
availability of funds as well as permitting requirements would determine the viability
of this long-range Port project. In addition, before the stream routing project could be
implemented, a funding source for the routing project would have to be secured; detailed
engineering, drainage, and habitat studies would need to be completed to confirm
feasibility and design; and federal, states and local permits would need to be secured.
Other alternative locations might be pursued if and when the Edmonds Crossing
Multimodal Facility is developed at the Unocal Pier. Because of the conceptual long term
nature of this proposal., no mitigation measures are proposed.
9. Housing
a Approximately how many units would be provided, if any? Indicate whether high,
middle, or low-income housing.
Not applicable.
b. Approximately how many units, if any, would be eliminated? Indicate whether high,
middle, or low-income housing.
Not applicable.
C. Proposed measures to reduce or control housing impacts, if any:
None proposed.
10. Aesthetics
a What is the tallest height of any proposed structure(s), not including antennas; what is
the principal exterior building material(s) proposed?
The tallest proposed structure would be 30 feet above ground surface in compliance with
the existing City of Edmonds building height lin-dts. The principal building materials
would be a pre -fabricated metal, concrete and asphalt.
b. , What views in the immediate vicinity would, be altered or obstructed?
Views from the marina and from the hillside above the marina would not be
substantially altered.
C. Proposed measures to reduce or control aesthetic impacts, if any:
The design incorporates a variety of architectural details to mitigate the visual bulk of
the dry stack building including use of color, roof canopies and roof overhangs, and
landscaping. The building design would be reviewed by the City of Edmonds ADB (design
review board). A landscaping plan has been prepared and will be reviewed by the ADB-
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11. Light and Glare
a. What type of light or glare will the proposal produce? What time of day would it
mainly occur?
Night-time lighting for the dry stack storage facility would be required to address safety
and security needs per City of Edmonds'code requirements. The project is not expected to
increase glare.
b. Could light or glare from the finished project be a safety hazard or interfere with views?
No. The overall level of lighting is not expected to increase substantially and would not
interfere with views or present a safety hazard.
C. What existing off -site sources of light or glare may affect your proposal?
None.
d. Proposed measure to reduce or control light and glare impacts, if any:
Project lighting would be reviewed by the City of Edmonds ADB (design review board)
and would comply with building codes.
12. Recreation
a . What designated and informal recreational opportunities are in the immediate vicinity?
The Port of Edmonds' marina provides moorage for recreational and commercial boaters
and provides shoreline pedestrian access and viewing opportunities for the general
public. The City's Marina Beach Park is adjacent to the Port of Edmonds. The project site
and pedestrian pathways connect the two properties and tie into the City's downtown
trail system.
b. Would the proposed project displace any existing recreational uses? If so, describe.
No. The project would increase opportunities for boat storage for recreational boat users.
Tenants storing boats in the existing boat sheds (to be demolished) would have the
opportunity to store their boats in the Dry stack storage facility.
C. Proposed measures to reduce or control impacts on recreation, including recreation
opportunities to be provided by the project or applicant, if any.
The project enhances recreational opportunities.
13. Historic and Cultural Preservation
a. Are there any places or objects listed on, or proposed i for, national, state, or local
preservation registers known to be on or next to the site? If so, generally describe.
None are known.
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b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or
cultural importance known to be on or next to the site.
The 20-acre Edmond's Marsh is northeast (upstream) of the project site and provides
ecologically significant wetland habitat.
C. Proposed measures to reduce or control impacts, if any:
None are proposed.
14. Transportation
Identify public streets and highways serving the site, and describe proposed access to the
existing street system. Show on site plans, if any.
Vehicular access to the Port of Edmonds' Marina is via State Route 104, Dayton Street
and Adn-dral Way. Admiral Way provides direct access to the Port's proposed Dry Stack
Storage Facility.
b. Is site currently served by public transit? If not, what is the approximate distance to the
nearest transit stop?
The marina and Port areas are not currently served by public transit. However, bus stops
are located at Harbor Square and on Railroad Avenue, both within 1,000 feet of the
marina area.
C. How many parking spaces would the completed project have? How many would the
project eliminate?
The project would reconfigure existing Port parking areas to provide parking on Port
property for new uses as required by the City of Edmonds for the completed project as well
as for other existing and planned Port/Port tenant uses. The completed Phase I Dry Stack
Facility Project would require and would provide a total of 78 parking spaces; the
completed Phase II office addition would require and provide 74 day time parking spaces
and 37 night-time spaces.
The project would bisect and segregate the existing Port -City joint use parking lot located
at the south end of the marina (along the north side of Marina Beach Park). This parking
lot spans both Port and park property and its use is currently shared by Port tenants and
Marina Beach Park visitors. The proposed project calls for the existing boat sheds to be
demolished and a fence and landscaping to be placed along the Port/Park property
boundary. Fencing of the area is to increase security at the Dry Stack Storage Facility, to
provide a fenced landscaped -screened wash down pad (for minor maintenance activities),
and to establish a parking area reserved for Dry Stack Storage Facility tenants. As a
result, 24 of the current 51 joint use parking spaces in the existing parking lot would no
longer be available to park users. However, the project would create an additional 35
head -in (900) parking spaces along Adn-dral Way near the park entrance. In addition, the
project will involve re -striping and reconfiguration of the Port's south marina parking lot
to maxin-dze the number of parking spaces on Port property. The new parking spaces along
Admiral Way as well as parking spaces within the Port's marina parking lot would be
available to the gefteral public for up to 3 hours per the Port's parking policy **. Existing
public parking on Admiral Way will not be impacted by the project. Please refer to the
Port of Edmonds Parking Study, April 1997.
22
0 0
(** The Port's parking policy is that: 1) marina tenants with windshield stickers have no
time lin-dt; and 2) the general public can park in the Port's parking lot Up. tD up to three
hours. The first offense is ticketed. After the second offense, a barrel and chain is placed
on the car and a fine must be paid to release the vehicle.)
d. Will the proposal require any new roads or streets, or improvements to e3dating roads or
streets, not including driveways? If so, generally describe (indicate whether public or
private).
No new public roads or public street improvements are expected to be necessary. The City
of Edmonds has recommended that the Marina Beach Park parking area be re -striped and
a turn -around area created on the west end of the Park's north parking lot after
construction of the project.
e. Will the project use (or occur in the immediate vicinity of) water, rail, or air
transportation? If so, generally describe.
The site is near the Burlington Northern rail line which provides daily freight and
Amtrak rail service. The marina is located on Puget Sound, which supports waterborne
freight transport. The marina provides moorage for commercial fishing charter boats and
for recreational boats.
f. How many vehicular trips per day would be generated by the completed project? If
known, indicate when peak volumes would occur.
Based on traffic counts performed by the Port as part of their 1996 Traffic Study, and the
traffic generation factor derived for moorage slips from actual counts (.61), the Dry Stack
Storage Facility (Phase 1) would generate up to 195 vehicle trips per day, assuming the
facility provides the high end of the range (320) boat storage spaces. Peak volumes would
be expected in the afternoon between 4 PM and 6 PM.
The Phase 11 office /commercial retail addition would generate an additional 769 vehicle
trips per day, assun-dng ITE trip generation rates and formulas, and assuming that 25% of
office /commercial traffic would consist of marina tenants or other marina users. Peak
volumes would be expected in the afternoon between 4 PM and 6 PM.
The total completed project would generate up to 964 vehicle trips per day. Impacts of the
increased traffic associated with the new Dry Stack Storage Facility and the new
commercial /retail space are not expected to be significant.
S. Proposed measures to reduce or control transportation impacts, if any:
Because traffic is within capacity of streets and arterials that serve the Port (Adn-dral
Way, Dayton Avenue, and SR 104 are the primary routes), no traffic improvements are
proposed. The Port will be preparing a construction schedule to address parking,
construction staging, and internal circulation during construction activities. The project
will maxin-dze the availability of parking on Port property.
23
0 0
15. Public Services
a Would the project result in an increased need for public services (for example: fire
protection, police protection, health care, schools, other)? If so, generally describe.
The project is not'expected to increase the need for public services.
b. Proposed measures to reduce or control direct impacts on public services, if any.
Required fire protection improvements (sprinklers, new hydrants) aree'xpected to
adequately reduce fire hazards. The Port maintains an on -site security patrol.
16. Utilities
a Circle utilities currently available at the'site: electricity. natural gas water. refuse
service. televhone. sanitaly sewer. septic system, other.
b. Describe the utilities that are proposed for the project, the utility providing the service,
and the general construction activities on the site or in the immediate vicinity which
might be needed.
Utilities currently in the Admiral Way right-of-way would need to be extended to the
new dry stack storage facility and office addition (sewer, water, gas, electrical). Utility
service is currently provided by City of Edmonds (water, stormwater, sanitary sewer,
refuse), Snohomish County PUD (electricity), Puget Sound Energy (natural gas), and GTE
(telephone service).
Construction activities would include demolition, equipment and materials mobilization,
building construction, grading, paving, trenching and utility placement, stockpiling and
disposal of demolition debris and construction materials.
C. SIGNATURE
The above answers are true and complete to the best of my knowledge. I understandthat
the lead agency is relying on them to make its decision.
Signature - -------------------------------------------
Title__ (S)
--------------------------
Date Submitted: 19 q I
-----------------------------------
24
1,,-9:E�DESTRIAN
TRAIL IN.I.C.)
ROOF LINE
4' GATE
ZO' FIRE LANE
"6' FENCE
------------
WASH DOWN S�Ab
SEE DETAIL
(SHT C13)
6' LANDSCAPE
TRASH qW'QL'G5UR-E ----- -
SEE DETAI��j
HT C-16) -------
241 rZATE
C'4
--------------_--------
HEIGHT CALCULATION
POINT A* 15.71
Z"
<c�
POINT B * 15.01
5P
POINT C - 15.7'
'7'L
P,
POINT D - 15.4'
r4CL '
AVERAGE . GRADE a 15.51
MAXIMUM ALLOWABLE 30'-0"
MAXIMUM.HEIGHT = 45.51
N.I.C.-NOT IN CONTRACT
S
i
12
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A
I 1 1 r I I POACAO I cAcl:;
241 SLIDING
GATE
T2 4 4
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OFFICE COV RED 50AT
RACKS, TYP.
I -RIM
NTE
IBOAT
STORAGE
INTERIM-/
—24' a 6' FENCE
24'
MIN 1-STORY STORAGE
LOCKERS EMERGENCY
FIRE EXIT
24' SLIDING
GATE
A------ K
go, - rot, T 3-9 4' _-O
--------r--------------- 1
------------------------ ------- -------- -------- ---------------
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ad
TYP. PERPENDICULAR TYP. ANGLE
STALL DETAIL STALL DETAIL
R
ONLY (N.I.C.)
I
�c
LANDSCAPE AREA
- - - - - - - -------------------------------
"'�\�TREE GRATES
------ ---------------- ---------------------------------- ---------------- -------------
--------------- --------------- j ------- ------- L -------------------- — — ----- --------
------- 1. ------ ....... ::.. : : : _,r ----- A ------- ------ -------- ------- -------
- ------------- ------- ------------- -------- - ------- ----------
PLAN
0 10 20 30 60 90 FT.
III= 30'
Pro)mct uog�j27_17
Peratrovich, Nottinghom & Droge, Inc. (PN&D) is ml responsible for safety programs.
ff*lhods� procedwes of operation. or the constnxtion of the desig shown w these �7
far me an this project only and are not fI tended toe rmIse MAY 1. 199
from FIN&D. DrowkVs are also not to be= in any rneinner N
that wwld conslitirle a detrirment dwfttly or indirectly to PNW.
SHORELINE SUBMITTAL
PORT OF EDMONDS
DRY STACK FACILITY
r c h�tin ham �11 D�rae �lnc_
Not
t�4) u ts
0V
erat�
Engineering ConS Itan
all Fi,.t A. � s.1t. 260
s..tti., ww'i. .., 98104
Pit (206) 624-1387 FAX: 4206) 624-1388
SITE PLAN --PHASE I
U
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0
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N.I.C.1
LAUNCH
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20 F�=IRE IPEDES RIAN
0
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15! ...... . . . ..
.......... . ....... ...
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4
OFFICE
ADDITION
4' TY
0
0
STORAGE
UNIT
ig
cm
I t I t I ti ti 1—t I %
Try
%
%
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- ------------ -------------- ---------------------- ...... ------------------------------- -------------------
------------------- -- --------------------------
394' 0"
J ----------------- T ------- 11 ---------------- L -------------------------- ----------------- 1 --------------------------- I ------------- ------- --------------- ......... ----- -------
................. ................ ------------ ------- - --------------- ------- ------- ---------------- -----------------,--------
......... -------- 4 ----------------- ------------
------- ----------------- - ---------------------------------- 1 ------- j -------- ------------------------ ------------------------- -------
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SHORELINE SUBMITTAL
PORT OF EDMONDS
DRY STACK FACILITY
PLAN
0 10 20 60 90 FT.
111- 30'
Peratrwick Nottingham & Droge. Im. (PN&D) is not respor"e far safety programs.
aethods. Procedures of operatIiI or the coicrtniction of the deskn shown o"
drm'I II we for isse on this project mly and are mll k1termsed; far
without wrilleat opproI from PN&D. Drowirigs we also mt to be used in any mww
th0l would coristitute a detrirrIent creectly or inI to PN&D.
h N ttin ha�m& �Dr� e �lnq-
e �a�
P r 'roVic 0�
&=Eng neerin OnSultants
Chocked;_ 811 Fkr,.t A..., suit. 260
Seattl&, W"hington. 98104
��Jmd wIPJ Pit (205) 824-1387 FA)L- (206) 624-1388
SITE PLAN --PHASE 11
a
9
0
11
'. 177 ormt, . . ......
polm
rWRY
0
CITY OF EDMONDS R" --0q143L-
COMMERCIAL TENANT IMPROVEMENT/ REMODEL COVER SHEET
Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only).
This cover sheet must accompany each building permit application for a commercial tenant improvement/remodel project.
PLAN CHECK # 404/
APPLICANT &7- el, -
DATE RECEIVED
e5:�p � .
PROJECT ADDRESS A� 1-114-1-1 UNIT #
PROPERTY TAX ACCOUNT PARCEL #,V16, 0 7 —12'- J!�2-
DESCRIPTION OF WORK
OWNER PH,0NE
CONTACT PERSON P H 0 N E
FAX E-MAIL
MAILING ADDRESS
1:1 FAX CORRECTIONS El MAIL CORRECTIONS E-MAIL CORRECTIONS
BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO
COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I
UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT
MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY
DOCUMENTATION IN ORD MAKE A COMP N AND NO DISCRETIONARY APPROVALS ARE REQUIRED.
TO LUE APPLICAT110
__5jGNATURE
DATE 00
1997 UBC, UMC, UP6, WSEC, VIAQ WITH AMENDMENTS (including State Barrier Free Code)
TYPE OF CONSTRUCTION OCCUPANCIES
NUMBER OF STORIES BASEMENTS
NUMBER OF EMPLOYEES TOTAL PARKING SPACES DEDICATED TO TENANT
§A'Witk FREE jiAkkiNG'§iiACE§ � EXISTING
PROPOSED
STRUCTURAL CALCS PROVIDED
LIGHTING BUDGET PROVIDED
EXISTING AUTOMATIC SPRINKLER SYSTEM
1:1
MANUAL
1:1
AUTO
NONE
EXISTING FIRE ALARM SYSTEM n YES [] NO
NAR Y APP ROVALS ADB CU
OTHER
.. . ..... ... ..
FIRE PROTECTION INFORMATION (City Use Only)
ALTERATIONS TO EXISTING SPRINKLER SYSTEM
ALTERATIONS TO EXISTING FIRE ALARM SYSTEM
FIRE EXTINGUISHER TYPE/RATING QUANTITY (See plans for locations)
STAFF COMMENTS
PLUMBING FIXTURES WAC Table 29-A (City Use Only)
WATER CLOSETS LAVATORIES
OCC. SQ,FT, Exi I sting Proposed Existing Proposed
R. E R E M �E R E
BARRIER FREE RESTROOMS EXISTING PROPOSED
STAFF COMMENTS
Any request for modification,
variance or other administrative
deviation (herinafter "variance")
must be specifically called out and
identified. Approval of any plat or
plan containing provisions which do
not comply with the city code and for
which a variance has not been
specifically identified, requested and
considered by the appropriate city
offical in accordance with the
appropriate provision of city code or
state law does not approve any
items not to code specification.
j VIAQ CODE COMPLIANCE INFORMATION (Table 3-4)
USE OCC.LOAD/ CEM TOTAL
SQ,FT FACTOR CEM
STAFF COMMENTS
TOTAL OCCUPANT LOAD
STAFF COMMENTS
PERMIT ISSUANCE APPROVALS (City Use Only)
PLANNING REVIEW &.APPROVAL t2 ",-,-,,DATE
CONDITIONS OF.APPROVAL:
FIRE REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
BUILDING REVIEW & APPROVAL DATE
CONDITIONS OF APPROVAL:
L:\temp\building\forms\Tl-rvw.vsd -- 7/00
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ri E E, Fir' i� L E JAN 19
PLA"NG SCHEDULE PLAWING NOTES
SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE/CONDITIONS SPACING
WTREES 1. COORDINATE ACCESS AND CONSTRUCTION STAGIWG WITW ENGINEER ASSOCIATES
AR ACER F;115FRUM BOW14ALL MAPLE 2" CAL. MIK. B4B AS SHOWN 2. LAYOUT OF ALL PLANT MATERIAL TO BE APPROVED BY OWNER'S REPRESENTATIVE STATE OF =ANDISCAPE ARCHrrECTURE RECREATIONAL PLANNING AND DESIGN
t. CALOCEDRUS, DECURRENS INCENSE CEDAR T-WWT. AS SWOLLN PRIOR TO INSTALLATION. WASHINGTON 1932 FIRST AVENUE SUITE NUMBER 606
PC PINUS C4�NTORTA SWORE PNE 10'-12'HT. AS SHOWN 3. THE CONTRACTOR $HALL BE RESPONSIBLE FOR 0151POSIN63 OF ALL DEBRI5 AND REGISTERED SEATTLE, WASHINGTON 98101 TEL-206448-9270 FAX206448-0607
—, EXCESS $OIL OCCASIONED BY THIS PROJECT. LANDSCAPE ARCHITfCT
CO CHAMAECYPARIS OBTUSA WINOKI FALSE CYPRESS T-WHT, AS SHOWN 4. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION Or THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. LOCATE ALL
(D BT BERSERIS TWUN5ERf.II JAPANESE BARBERRY 15"48" WT. Mll-L 3&" O.C. UTILITIES PRIOR TO MOC-EEDIW3� � STEPHEN GEORGE WO HY
'ROYAL BURGANDY' 5. ALL DIMENSIONS FOR PLANT HEIGHT, SPREAD AND CAL IPER ARE MIN. REQUIREM T5. CERTIFIED No 235 Pr)RT nl= 5=r)UnK1r)Q--Qn TW MAPI A
0
li
EUONYMUS FORTUNEI 'IVORY JADE'
IVORY JADE EUONYMS
12"-15" HT. MIN.
36" O.C.
(2)
EA
EUONYMUS AL ATA 'COMPACTA'
COMPACT BUFNING BLISH
24"-30" HT� MIR
46" O.C.
0
HP
HYDRANGEA PIW, ELF
PINK ELF HYDRANGEA
1511-151, SP.
AS SHOWN
0
PL
PIeNUS LAUROCERASUS
?IT. VERNON'
MT. VERNON LAUREL
1511-181, SP. MIISL
619AZZ1.
Revision: Date
Plant Removal 12/29/98
NOTE:
ALL LANDSCAPING
NOT IN CONTRACT
C..COVER ALL TREE, 5-44M.15 AND GROUND COVER AREAS WITH TWO C2) INCHES MIN., WEED
FREE, ORGANIC MULCH.
1. ALL PLANTS NURSERY GROLLIN ONE (1) YEAR MIN. NOT FRESH FIELD COLLECTED LAUNCHER IMPROVEMENTS
&ALL PLANT SUBSTITUTIONS 5WALL BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
S. ALL PLANTING AREAS TO BE FULLY IRRIGATED WITH AUTOMATIC DRIP OR -*+'RAY Designed:
CIRCUITS, PER CITY/OUNER'S SPECIFICATIONS. PRIOR TO PLANTING, IRRIGATION
SYSTEM SHALL BE FULLY OPERATIONAL. THOROUGHLY WATER ALL, PLANTED AREAS ea
IMMEDIATELY AFTER PLANTING. or&—: MJN/MR h No t 'i n h a �m& D r �ae I �nc
r 'ro ViC
Co u
10. ALL EVERGREEN TREES TO HAVE FULL V151BLE LIVE FEEDER ROOTS FOR FULL VITAL E n i �neein n S Itan ts
ri
60
81, I,.t suit. �2
ESTA51-15WMENT. CONTAINER OR ROOT BAG CONDITIONS PREFERRED. FRESH DUG Checkd: SGW F A 2�
ROOT BALLS WITHOUT FEEDER ROOTS NOT ACCEPTABLE — Seattle, Washington, 98104
Project No.: 98-17 PH: (206) 624-1387 FAX: (2051 624-1388
Peratrovich, Nottingham & Orcge, Inc. (PN&D) is not responsible far safet Shoat
y Programs, eet
methods, procedures of operation, or the construction of the design shown on In.. LANTING PLAN Ll
drawings. Drawings are for use on this project only and ore not intended for reuse
without written oppro�l from PN&D. Drawings are also not to be used in any manner
that would constitute G detriment directly or indirectly to PN&D. --i =
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CONTROL POINTS
NORTHING
EASTING
ELEVATION
DESCRIPTION
CP-1
297677.26
1256991,06
17.75
BASELINE PK NAIL
CP-2
298286.13
1257551.63
15,57
BASELINE PK NAIL
CP-3
297496.5711257197.38
1 14.95
1 ENCASED 'MONUMENT
CP-4
1 298161.45
1 1257594.94
1 -
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. . .................... ................. (TYR.) - — -----
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41
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STORAGE RACKS
.... ............. . .....
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...................... ..................... 4 -.4
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. . ................ .............. ...... 41.
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PROPOSED RACK EXISTING RACKS SITE PLAN
EXISTING RACKS INSTALLATION
0 10 20 30 60 90 FT.
PHASE II
el� >1
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44.
IM . ........ . .
X
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Designed: GW
Drawn: ALR
Checkedt.
i Project No.98445.0d
Peratrovich, Nottingham & Drage, Inc. (PN&D) is not responsible for safety programs,
methods, procedures of operation, or the construction of the design shown on these (Date: OCT. 2000
drawings. Drawings are for use on this project only and are not intended for reuse Cale: NOTED
without written approval from PN&D. Drawings are also not to be used in any manner S
that would constitute a detriment directly or indirectly to PN&D.
E
6
I
PROJP-C;T BASIF-LINE CP-2
L — ------------- ---
--------- --------- ---------- I ------- - - — -------------
N42 3B' 05"E /
- I 1ELEC. TRANS
.................. . ..............
. . . .... . ........ . .............................................
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b, BUILI)ING", DEPARTMENT
WORK.
ADDRESS
A/i/PROY/
E-D D JE:— (0 LAI [\!5D
OF,40, L
1PZ' E M I T N, U MLE' E:- R
�'�/ N. �
Peratrovich, Nottingham & Drage, Inc.
�CjnEngineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
Mill
Sheet
C 2 of 2
R5 -
0 CT 0 4 2000
,BUILDING DEFT.
rREE I FILE
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l5ER5ERIS THUNIBERGII
JAPANESE 5AR5ERRY
HT, MIN.
O.C.
'ROYAL 5URGANIDY'
ii:
EUONYMU5 FORTUNEI 'IVORY JADE'
IVORY JADE EUONYMU5
12"-15" HT, MIN,
3ro" O.C.
@
E A
EUONYMU5 ALATA'COMPACTA'
COMPACT BURNING 5USH
24"-30" HT. MIN.
45" O.C.
(D
HP
HYDRANGEA PINK ELF
PINK ELF HYDRANGEA
1511-151, SP.
AS SHOWN
0
PIL
PRUNU& LAUROCIERA6UE,
MT. VERNON LAUREL
SP, MIN,
301, O.C.
A 5PACING
'MT. VERNON'
Revisio n: Date
A3 Plant Rernoval 12/29/98
NOTE:
ALL LANDSCAPING
NOT IN CONTRACT
A�'S.
44 IJ
22 Hf=
I AR
�_D
P
------------ F> P
. ..... .. ....
— ----------
......... .. .
— — ------- -
-- — — ------- —
. . ........... .
p
14' GATE
E
I AR
...
Y R
------ -------
I AR
5 EA -
LONG BENCHE& 1,44)
2ro IJ
- -- — ----- -- ----- ----------- ......
LAZA AREA
— — ---------- ........................... ........... ......... . ....................
. . .. ..............
.................
....... ..... ..... . ....
--------- ------ .......
ir
1`01"D OY PLANNING
PLANTING NOTES
1. COORDINATE ACCESS AND CONSTRUCTION STAGING WITH ENGINEER.
2. LAYOUT OF ALL PLANT MATERIAL TO BE APPROVED BY OWNER'5 REPRESENTATIVE
PRIOR TO INSTALLATION.
3. THE CONTRACTOR SHALL 15E RESPONSIBLE FOR D 151=05ING OF ALL DEIBR15 AND
EXCE865011- OCCA61ONED BY TH15 PROJECT.
4. DISCREPANCIES BETWEEN PLANS AND SITE CONDITIONS SHALL BE BROUGHT TO THE
ATTENTION OF THE OWNER'5 REPRESENTATIVE PRIOR TO PROCEEDING. LOCATE ALL
UTILITIES PRIOR TO PROCEEDING.
5. ALL DIMEN51ON5 FOR PLANT HEIGHT, SPREAD AND CALIPER ARE MIN. REQUIREMENTS.
(o-COVER ALL TREE, SHRU5 AND GROUND COVER AREAS WITH TWO (2) INCHES MIN, WEED
FREE, ORGANIC MULCH.
1. ALL PLANTS NURSERY GROWN ONE (1) YEAR MIN. NOT FRESH FIELD COLLECTED
&.ALL PLANT 5U15STITUTION5 SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT
PRIOR TO INSTALLATION.
(B. ALL PLANTING AREAS TO BE FULLY IRRIGATED WITH AUTOMATIC, DRIP OR SPRAY
CIRCUITS, PER CITY/OWNER'S SPECIFICAT IONS. PRIOR TO PLANTING, IRRIGATION
SYSTEM SHALL BE FULLY OFERATIONAL. THOROUGHLY WATER ALL PLANTED AREAS
IMMEDIATELY AFTER PLANTING.
10. ALL EVERGREEN TREES To HAVE FULL V1615LE LIVE FEEDER ROOTS FOR FULL VITAL
E5TA51_16HMENT. CONTAINER OR ROOT BAG CONDITIONS PREFERRED. FRESH DUG
ROOT 5AI-1-5 WITHOUT FEEDER ROOTS NOT ACCEPTABLE.
STATE OF
WASHINGTON
REGISTERED
LANDSCAPE ARCHIT T
STEPHEN GEORGE WO HY
CERTIFIED No. 235
f
I,- 1�
Designed: MJN/MRL
Drawn: MJN/MRL
Checked: SGW
,Project No.: 98-17 1
Peratrovich, Nottingham & Drage, Inc. (PN&D) is not responsible for safety programs, Date: SEP, 198
methods, procedures of operation, or the construction of the design shown on these
drawings. Drawings are for use on this project only and are not intended for reuse Scale: NOTED
without written approval from PN&D. Drawings are also not to be used in any manner
that would constitute a detriment directly or indirectly to PN&D.
... ....... .
. . . . ..........
. . .... . .........
--- -------
-\xv -- — -------------
. . .......... .....
- - - -------
--------------
E";C A L E
0 10 20 30 60' 90 FT.
WORTHY AND ASSOCIATES
LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN
1932 FIRST AVENUE SUITE NUMBER 606
SEATTLE, WASHINGTON 98101 TEL.206-448-9270 FAX.206-448-0607
�Pe r �at r �ov i � � �h, �No t �U n�h a�m �& �Dr ei�e �In q�.
�Cjn!Engineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
Sheet
Ll of
0
6
CID
0
3:
0
C0
LU
0-
��Co
C14
CDC,\-
0
1�1 7a
0
0
SE
NO E #1
3/41, it
3/411
CONP,ECT TO EXISTING HOPE
IRRIGATION SYSTEM STU50UT
STA 24S. USE APPROVED
TRANSITION FITTING FOR PVC
eAit-KFLOW PREVENTER
PRESSURE REDUCING! VALVE
Axim, lonINT OF CONNECTION.
SEE� SHEET C-10
VAL�IIE 01
(44.2 GFM)
SIFFIE NOTI= *I
W
T, -
r 7- VALVE 02
I.,11 1 (161 GPM
RAIN51RD E P-!241-XI
-------------------- -- 24 5TATI`ON---, ONTROI
INSTALL IN EMIA 4X
SEE E)H;=r=T E -3 it
3`44 it
�—SEE NOTE #1 ----------------
VE 03
-'/4 " 1 1 i
I GPM)
Ir
SL,
0
5L.
IRRIGATION LEGEND
Symeol —
MANUFACTURER
--DETAIL
RAINeIRD
RAINBIRD
FEI
RAIN51RD
APPROVED
2" M-L-.--
APPROVED
-41 & - -
APPROVED
PROMENADE ----
AT AFFDROXIMATELY
Z,4NSITION
TO WDFIE.
3/411 4 3/411
- - - ------------ --------------- --- - ------------------------ ---------------------------
--------- ---- -----------------------
----------------
4" SC7�,' 04 1
V,8LVF- 04- 3/4
MODEL NO./DESCRIPTION
EF5-CP-PR6-5
ESP-24 XPLU5: 4 6TATI N 9--0 TROLLER, WALL MOUNT
PVC I- T LIN 9
SCHEDULE 40 PVC MAINLINE - SIZE AS SHOWN
SCHEDULE 40 PVC SLEEVES - SIZE AS SHOWN
IRRIGATION NOTES
1. PLANS ARE 01,4GRAMMATIC., CONFIRM MAINLINE ALIGNMENT AND VALVE LOCATIONS, WITH LANDSCAPE ARCHITECT
BEFORE CONSTRUCTION,
2. CALL "DIAL -A -DIG" AND VERIFY LOCATIONS AND DEPTH OF ALL UTILITIES AND SERVICES PRIOR TO
EXCAVATING, TRENCHING AND LAYOUT, NOTIFY OWNER'S REPRESENTA11VE OF ANY DISCREPANCIES BETWEEN
EXISTING SITE CONDITIONS AND PROPOSED DESIGN PRIOR TO CONSTRUCTION.
3. ALL WIRES AND PIPES UNDER PAVED AREAS TO BE INSTALLED IN SLEEVES. ALL WIRING $HALL BE PLACED
IN A SEPARATE SLEEVE INDEPENDENT FROM MAINLINE OR LATERAL PIPING,
4. NO ROCK6, 15OULPERS, OR EXTRANEOUS MATERIALS TO BE USED IN 15ACKF-ILLING OF TRENCHES,
5. ALL LINES SHALL BE THOROUGHLY FLUSHED PRIOR TO INSTALLATION OF SPRINKLER HEADS.
ADJUST AND RELOCATE WITH LANDSCAPE ARCHITECT'5 APPROVAL IRRIGATION LINES AND SPRINK I LER HEADS
AS NECESSARY TO 05TAIN FULL WATER COVERAGE AND RESTRICT OVERTHROW,
1. ALL ELECTRIC VALVE WIRING SHALL BE IRRIGATION CONTROL CABLE TYPE "Ur-.1' DIRECT BURIAL, CONTROL
WIRE$ $HALL BE A DIFFERENT COLOR THAN GROUND WIRE, ALL WIRE5 $HALL DE LAID IN MAINLINE TRENCHES,
ALL WIRE SIZE 18 014 UNLE56 OTHERWISE SPECIFIED.
a.'EACH VALVE SHALL BE CONNECTED TO A SEPARATE CONTROL WIRE,
S. ALL ELECTRIC JOINTS SHALL BE MADE USING THE APPROVED ELECTRICAL CONNECTORS.
10, EACH CONTROL VALVE SHALL BE INSTALLED IN A VALVE BOX. ALL VALVE BOXES SHOULD LOCK,
11. ALL SPRINKLERS AND RELA-JF-D EQUIPMENT $HALL BE INSTALLED AS SHOWN ON THE DETAILS.
1, v 4X 1=1111�X,SEE SHEET E3.
13. INSTALL RAINBIRD ESP-24LXPLUS- 24 STATION CONTROLLER, WALL MOUNT IN NEMA
�
CONTRACTOR SHALI- PROVIDE AND CONNECT ALL WIRING, CONNECTIONS AND CONDUIT REQUIRED FOR
, ", � === Alet==
IRRIGATION CONTROLLER PROVIDE CONTROLLER WITH 120 VOLTS FROM A DEDICATED leamp CIRCUIT BREAKER
�MN
will -1110
VALVE
(12,5 GFM
IV411 11/211 J 1/2
= ---------- - = ----- --------
4 -- ---------------------------------------------------- ------
--------- - ---- ----------
IRRIGATION HEAD SCHEDULE
DETAIL SYM501- MANUFACTURER MODEL NO,/r->E6CRlPTION* PATTERN
RAIN51RD 1012-SAM-PR-S-15EST* END STRIP
RAIN51RD 1612-SAM-PRS-15557* SIDE STRIP
R,4lN5lRr.> 1512-SAM-PRS-W
RAIN51RD ISO*
&V RAIN51RD 1a12-.5AM-PR8-I6VAN* VARI ABLE
RAIN51III I012-SAM-PR54)Q'
RAIN51RD la12-SAM-PRS-II
RAIN51RD 1012-SAM-PRS-OF*
T RAIN51RD I512-&AM-PR5-I2Q* 'BOO
6., RAIN51RD 15112-SAM-PR5_12W ISO*
14/ RAIN51RD 1612-5AM-PRS-12VAN* VARIABLE
CONTRACTOR SPALL ENSURE PROPER HEAD TO HEAD COVERAGE
WITHOUT ovERSPRAY. ADJU5T/CPANGE NOZZLE6 AS NECESSARY.
a
3/411
3/411
N
111 --6 11 -.-- ---v
1/4
11/411
4 if
2
-- ------- --
11
--------- - ------ --------- VALVE 01
(21.6 GFM)
"TO AL LOW FOR FUqRKT el!�
4 I(ONE) NEUTRAL A�,�,,
CONTROLLER TO THISJ�,&I�T. f
IRf3i iATIONC6Y5T&-IlUf�ROV�DE
ROM ;=&,-2(TWO f:z1AREC,,0N'
41 -
'&RE$ T BE dPN I UO)'U
M
E: �1 (OL
IRRIGATION VALVE SCHEDULE
DETAIL VALVE# 51ZE
DESCRIPTION
EST. GPM COVERAGE
1 11/41-
RAINBIRD
44.2
SEASONAL PLANTINGS
2 V
RAINBIRD
III
SHRUBS
3 111
RAIN51RD
13.c�
SHRUBS
4 111
RAIN51RD
22-0
5 111
RAINI51RD
112Z
SHRU56
ro III
RAINeIRD
11.4
ISHRUBS
I III
RAIN51RD
21.ro
SHRUBS
o011--
Designed: MRL/MJN
Drawn: MRL/MJ N"I
Chocked: SGW—
I Prolect No.: 98-17 1
Peratrovich, Nottingham & Drage, Inc. (PN&D) is not responsible for safety programs, Date: DEC. '198
methods, procedures of operation, or the construction of the design shown on these
drawings. Drawings are for use on this project only and are not intended for reuse Scale: NOTED
without written approval from PN&D. Drawings are also not to be used in any manner
that would constitute a detriment directly or indirectly to PN&D.
-- -------------
0
I f4
//\ X
SCA
1 10 20 30 60 90 FT.
WORTHY AND ASSOCIATES
LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN
1932 FIRST AVENUE SUITE NUMBER 606
SEATTLE, WASHINGTON 98101 TEL.206-448-9270 FAX.206-448-0607
A2 RFVISION No. 2 - DECEMBER 1, 1998
a 0
PORT OF EDMONNDS—SOUTm MARINA
LAUNCHER IMPROVEMENOTS.
�Pe r �at r �ov i �ch , �N o �tt i n�h �am �Dr a�e
n �q-
eq�-Engineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
Sheet
L2of
ff
a
I --
CO
00
lu
0
Q:�
a -CC
-� a,
:�00
no
101-011 BVC, T DSTAKES
'_0
D r,>RIV;=N T 5AL INTO
" B C T
EN T 5AI
T B
UND15 SUBSOIL
I
SU IN. 24" DEPTH
'0
OWN OF ROOT BALL TO
BOVE C
E= SET I '%5OVE GRADE
2" DEPTH MULCH
PIT TO BE A
4& INC14ES
THAN DIJ
OR ALL OF WIRE BASKET
CONTAINER BEFORE PLANTING
TI
TI(
(4
FLAN VIEW
PIT TO BE A MINIMUM OF
4$ INCHES DEEP OR
THAN DEPTH OF R�W,,
LLqVZE
E)
2X r->IA. ROOT5ALL 51ZE
1%
t! ml
W101- ""C TREATED STAKES
IN' TO REFUSAL INTO
11,
STURSI
STURBED SUBSOIL
MIN. 24" DEPTH
(2 PER TREE)
SET ORGINAL CROWN I INCH
ABOVE GRADE
2" MIN. MULCH
SAUCER
GRADE
UND ED SOIL
BACKFI
(SEE SPEC IONS)
REMOVE 2/3 OF BURL
OR ALL Of: WIRE 5ASKE
CONTAINER BEFORE PLANT
ROOTBALL
TWICE ROOT5ALL
DEPTH
5ET ROOT5ALL CROWN
I INCH ABOVE GRADE
2" DEPTH MULCH
CONIFER TREE [DETAIL DECIIDUOU5 TREE DETAIL 5H FRUB FLANTING; IDET,41L
N.T.S. UB N.T.S.—
N.T.S.
V
i M1,11"i
'-";R0LXDG0\/Ei
JUM150 VALVE 5OX AND
COVER WITH 5OLT LOCK
FINISH GRADE
15ARK MULC
DX3" NIP SCH 80 PVC CONTROL VALVE
5RASS UNION MALE ADAPTER PVC
SO* TXT ELLSCH 60 PVC,
7�
LATERAL PIPE LINE
NIPPLE SCH 60 PVC
PVC FITTING
MAIN LINE
14
09 OY y -%- ROUND LuAsHEI:->�
0
C) 0 DRAIN ROCK
ll�- UF UL COMMON WIRE (WHITE)
(PED)
I �-i uF UL LEAD WIRE
4-1 UF UL SPARE WIRE (IBLACK)
AUTO�IATIC GONTfROLVALVE
FINISH GRADE
15AR< MULCH
Fl:--- I I r--- I 11 -7--, 11 - -
I,-roll MIN. C) C
B/4" ROUND
WASHED
DRAIN� -ROCK
(OTY: 1.5 Cr.)
10"0 PIT AND LID
WITH 5OLT LOCK '�2"MIN--I" MAX.
CLEARANCE TO LID"
IBARK MULCH
1-111-1 1 ILI
QUICK COUPLER VALVE
RAINIBIRD 44LRC
Cal
04 x 30" RE5AR STAKE CLASS roo
5TAINLES5 STEEL H05E CLAMPS (2)
C) I"x(o" NIPPLE XH. 50 PVC
P 'BOO ELL SCA, 80 PVC
—01"x3" NIPPLE SCW, so PVC (2)
1 " 130' TxT 5CH. W PVC (2)
--l"X12" NIPPLE $CH. BO PVC
N\—MAIN LINE
I"x3" NIFFLE
5CP. 60 PVC (;2)
I " 150 * TxT
SCH, so PVP (2)
PVC FITTING
��U I G�i < � �C C�U f �=L E�f R �V A�L \ �/E
N.T.S.
BARK MULCH
'111 .. III .. 111,11111—
11-roll MIN.
TRIPLE
SWING JOINT-�
'/2 "x12" NIPPLE
5CH 60 PVC
9
121, POP -Up
SHRUB HEAD
LATERAL
PIPE LINE
1/2" 130* 6TR ELL
MARLEX (3)
IRRIGATION HEAD
N.T.15.
STATE OF
Designed: MJN/MNL
WASHINGTON
REGISTERED
LMDSCAPE ARCHITECT
Drawn: MJN/MRL
Checked: SGW
STEPHEN GEORGE WORTHV
CERTIMED No. 236
Project No.: 98-17
Peratrovich, Nottingham
& Drage, Inc. (PN&D) is not responsible for safety programs,
Date: SEP. 198
methods, procedures of
operation, or the construction of the design shown on these
drawings. Drawings are
ISSUED FOR BID without written approval
for use on this project only and are not intended for reuse
from PN&D. Drawings are also not to be used in any manner
Scale: N.T.S.
that would constitute a
detriment directly or indirectly to PN&D.
TOP 1/3 BURLAP
OLANTING
%H PLANT MIX
ZEhTW SPECIFICATIONS
WORTHY AND ASSOCIATES
LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN
1932 FIRST AVENUE SUITE NUMBER 606
SEATTLE, WASHINGTON 98101 TEL.206-448-9270 FAX.206-448-0607
P:""'�Peratrovich, Nottingham & Drage, Inc.
7A--
Engineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
DETAILS
Sheet
L 3 of
I E
PART 1 - GENERAL
PART 2 PRODUCTS
PART 3 EXECUTION
0
I
1.1 SECTION INCLUDES:
A. Trees, Plants and Ground Cover.
B. Soil Amendments, Mulch and fertilizer.
C. Maintenance of Landscape Areas.
1.2 REFERENCES:
A. American National Standards Institute (ANSI): Z60, 1 Latest Edition American Standard for
Nursery Stock.
B. Plant Nomenclature: L. H. Bailey Hortorium, (HORTUS THIRD, Macmillan Publishing Co., Inc., 1976,
New York.)
C. FS O-F241 - Fertilizers, mixed, commercial.
D. Barrier Free Site Design, Housing and Urban Development, Vegetation Considerations.
E. Nursery Stock Standards for Groundcovers, Young Plants, Vines, and Seedlings, State of Washington
Department of Agriculture, Latest Edition. .
1.3 DEFINITIONS:
A. Weeds: Includes but not limited to Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory,
Rush Gross, Mustard, Lambquarter, Chichweed, Cress, Crabgrass, Canadian Thistle, Nutgross, Poison
Oak, Blackberry, Tansy Ragwort, Bermuda Gross, Johnson, Poison Ivy, Nut Sedge, Nimble Will, Bindweed,
Bent Grass, Wild Garlic, Perennial Sorrel, and Brame Grass.
B. Plants: Living trees, plants, and, ground cover specified in this Section, and described in ANSI
Z60.1 Latest Edition.
1.4 OPERATIONS AND MAINTENANCE DATA:
A. Submit for the Landscape Architect's review a list of instructions for continuing Owner maintenance
of landscape areas.
B. Include cutting and trimming methods; types, application. frequency, and recommended coverage of
f ertilizer.
1.5 QUALITY ASSURANCE:
A. Nursery: Company specializing in growing and cultivating the plants specified in this Section with
minimum three years experience.
B. Installer: State of Washington licensed landscape contractor specializing in installing and planting
the plants specified in this Section with minimum three years experience.
C. Deliver fertilizers and other soil additives in unopened containers bearing manufacturer's content
labels showing contents, purity, batch number and manufacturer. Deliver plants to site in healthy,
growing condition.
D. Furnish certificates of inspection and compliance for plant and soil additives as required by
Federal and State laws and regulations. '
E. Submit 2 gallon size samples of proposed amended topsoil , organic compost (mulch) and
groundcover plants; include photographs of specimen plants and plant purchase order's data showing
compliance with specified requirements; obtain approval ninety days before site delivery.
F. Grounds maintenance personnel shall be experienced in the operation and repair of irrigation
systems and grounds maintenance equipment, and thoroughly familiar with correct horticultural practice
and grounds maintenance procedures. Provide a grounds maintenance foreman with at least four
years of experience in managing grounds maintenance activities of a similar scale.
1.6 REGULATORY REQUIREMENTS:
A. Washington State Laws pertaining to Horticultural Inspection and Commercial Fertilizer.
B. Plant Materials: Certified by State Department of Agriculture free of disease or hazardous insects.
1.7
A.
DELIVERY, STORAGE,
Packaged Materials:
AND HANDLING:
Deliver pockaged materials in
original sealed containers showing weight,
analysis
and name of manufacturer. Protect materials
from deterioration during delivery and while
stored
B.
at site.
Deliver fertilizer in
waterproof bogs showing weight,
chemical analysis, and name of manufacturer.
C.
Protect plants until
planted, all plants to be winter
hardened.
D.
Deliver plant life materials
immediately prior to placement. Keep plants moist.
1.8 ENVIRONMENTAL REQUIREMENTS:
A. Do n9t install plant life when ambient temperatures may drop below 30 degrees F or above 7 1 0
degrees F.
B. Do not install plants when wind velocity exceeds 30 mph.
1.9 SEQUENCING AND SCHEDULING:
A. Coordinate the work -of this Section with installation of underground irrigation system.
1.10 WARRANTY:
A. Following completion of all work in this Section and with the Landscape Architect's acceptance, a
Date of Substantial Completion will be granted. From this date forward, for a period of one year the
landscape planting warranty will be in effect. The Contractor will be responsible for monitoring vitality
of plant material for all conditions including soil moisture, insects, pot-,ntial maintenance hazards, etc.
B. Warranty: Include coverage of plants from death or unhealthy colditions.
C. Replacements: Plants of some size and species as specified, pl6ted in a timely manner.
Replacement will be limited to one set of replacement plants.
1.11 MAINTENANCE SERVICE:
A. Maintenance Services: Performed by installer.
B. Maintain plant life immediately after placement. Continue maintenrice until termination of the
warranty period.
C. Maintenance to include:
1. Cultivation and weeding plant beds and tree pits.
2. Application of weed control chemicals is not acceptable unless secifically authorized by the
Owner. Contractor shall notify the Owner three days in advance of alplication of herbicide.
Round -up is an accepted herbicide. Application of herbicides for weedcontrol in accordance with
3 Landscape Architect's review and manufacturer's instructions. Remedydamage resulting from use of
herbicides.
3) 3. Irrigating sufficient to keep plants in optimum health. a and
OL
4. Trimming and pruning, including removal of clippings and dead r broken br riches,
treatment of pruned areas or other wounds.
5. Disease control.
6. Maintaining guys and stakes. Repair or replace accessories wherrequired.
D. Litter control will be done by the Owner during the warranty perid. subcontractor
E. Maintenance shall include regular visits at least bi-monthly to th(project. Landscape
shall submit evidence of visits to Owner bi-monthiy in the form of detter report.
Owner statir that required maintenance
F. Contractor shall submit monthly letter reports- to the
5) activities have been accomplished, and notify the Owner of any and � stolen or damaged lawns, plant
materials, irrigation system, or other site improvements. These letter�eports shou d state whether
such damage was, a) covered under the one-year guarantee on matials and workmanship and to be
repaired or replaced by the Contractor, or b) caused by unusual natal occurrences, acts of the
Owner, the public, or others and not to be repaired or replaced und, the contract's guarantee
00 provisions.
G. All maintenance work shall be conducted between the hours of �a.m- and 5 p.m., Monday
ZV_ el shall wear a "uniform" whin clearly identifies their employer.
C-4 through Saturday. Maintenance personn
1.12 SITE CONDITIONS:
A. Locate all underground utilities prior to digging or driving I stakes
2.1 NURSERIES
2.2 TREES, PLANTS, AND GROUND COVER:
A. Trees, Plants, and Ground Covers shall conform to ANSI Z60, I Latest Edition American Standard
for Nursery Stock specifications and shall be true to name per Hortus Third. Plants shall be first
quality, well -foliated with well -developed root systems and normal well -shaped trunks, limbs, stems
and heads. Landscape Architect will review for quality conformance.
B. All plant materia ' I shall be labeled by genus, species and variety.
C. Plants deemed unsuitable may be rejected before or after delivery and/or planting.
D. All plant material shall be free from disease, insects, insect eggs and larvae.
E. Oversize plants may be used, but the contract prices shall not be increased.
F. Root balls that are cracked, broken or dry will be rejected.
G. Species and size identifiable in plant schedule, winter hardened and grown in climatic conditions
similar to those in locality of the Work.
2.3 AMENDED TOPSOIL:
A. Imported, two-way mix topsoil, screened, friable sandy loom with organic compost added (see
2.4 for Organic Compost Composition). Topsoil is to be evenly blended to a ratio of two parts soil
to one part compost. Amended Topsoil shall be screened and free of noxious weeds, gross roots,
stones or debris over 3/8" in any dimension and any deleterious matter. Amended Topsoil shall be
sieve tested by a certified Lab at Contractors expense and approved by the Landscape Architect
prior to delivery to the site.
B. Amended Topsoil shall meet the following sieve analysis:
Sieve % Passing
3/8"
100%
# 10
85 - 100%
#100
10 - 20%
#200
0 - 5%
2.4 SOIL AMENDMENT MATERIALS:
A. Organic Compost(Mulch): Compost products shall contain composted plant material derived from
the aerobic decomposition of recycled plant waste. The compost plant waste shall have a moisture
content that has no visible free water or dust produced when handling the material. Compost shall
be comercially produced and obtained from approved suppliers including: Cedar Grove Compost
Company, Iddings Inc, and Valley Topsoil.
B. Fertilizer "A" shall contain 10% available nitrogen (one half derived from ureo formaldehyde
nitroform), 20�7. phosphoric acid (derived from super phosphate), and 20% potash (derived from
sulphate of potash).
C. Lime shall be fine grind dolomitic lime containing not less than 85% total carbonates; 50%
passing No. 100 standard sieve and 100% passing No. 20 sieve.
D. Water: Clean, fresh and free of substances or matter which could inhibit vigorous growth of
plants.
2.5 ACCESSORIES:
A. Miscellaneous landscaping materials shall include all incidental and accessory materials, tools and
equipment required for completion of landscaping. Work including but not limited to:
B. Tree Stakes: BVC Stakes, not less than ten feet in length.
C. Tree Ties: Interl ocking PVC 'Chainlock' ties.
D. Weed Killer: Provide Roundup as herbicide as needed and applied as approved by Landscape
Architect.
2.6 SOURCE QUALITY CONTROL:
A. Landscape Architect shall determine the acceptability of the trees, plants and ground covers on
site. Contractor is to notify Landscape Architect seventy two hours before delivery of plants to site
to arrange for inspection.
tl
PART 3 - EXECUTION
3.1 PREPARATION:
A. Verify grade conditions: All finish grading shall be completed prior to this work. No other
grading -shall be required except that required for trenches and heads. Contractor shall not proceed
with irrigation until grades have been examined and accepted.
B. Locations of existing and proposed irrigation components shall be verified by Contractor before
proceedind. Any di screpancies shall be brought to the immediate attention of the Owner.
C. Conduits and Sleeves: Irrigation contractor shall coordinate with the paving contractor to
provided sleeving and conduits under all pavement and at all designated locations on project.
Sleeving shall be sized 2 times the diameter of the pipe being inserted.and located, provided and
installed.by irrigation contractor, Sleeves sholl'extend a minimum of 12" beyond edge of pavement.
Wrap 12 go. bare copper wire around both ends of sleeve for future detection search.Review layout
requirements with other affected work. All mainline, lateral line and controller wire shall be placed in
separate sleeves under paving.
D. Protect features remaining as final work.
3.2 TRENCHING:
A. The Contractor shall provide all excavation�. necessary for the installation of the work.
B. Depths of minimum cover unless otherwise specified:
(a) Mainline: 18"
(b) Lot eral Line: 12"
(c) Wiring: 18"
C. Wherever possible parallel lines shall occupy the same trench.
3.1 EXAMINATION:
A. Verify with Landscape Architect that prepared subsoil is ready to receive work of- this Section.
B. Saturate soil. with water to test drainage.
C. Verify that required underground utilities are available, in proper location, and ready for use.
D. Beginning of installation means acceptance of existing conditions.
3.2 PREPARATION:
A. Layout individual tree and shrub locations and areas for multiple plantings. Stake locations and
outline areas and secure the Landscape Architect's acceptance before start of planting work. Make
minor adjustments as may be requested.
B. Preparation for planting Trees, Shrubs and Groundcover:
1. Loosen subgrade of all areas to a minimum depth of 4". Remove stones over 1-1/2" in any
dimension, sticks, roots, rubbish and any other extraneous matter. Limit preparation to areas which
will be planted promptly after preparation.
a. Spread mixed topsoil to a depth of 12" minimum in all planting beds as required to meet
lines, grades and elevations shown, after light rolling and natural settlement.
3.3 FERTILIZING IN SHRUB AREAS:
A. Apply Fertilizer in accordance with manufacturer's instructions. Place 20 pounds of fertilizer "A"
and 50 pounds of lime per 1,000 square feet.
B. Apply after initial raking of topsoil.
C. Rototill or hand mix thoroughly blending all ingredients to a minimum depth of 4 inches.
D. Fine grade all areas to smooth, even surface with loose, uniformly fine texture. Roller compact,
rake and drag all areas, remove ridges and fill depressions as required to meet finish grades. Limit
fine grading to areas which can be planted immediately after grading.
E. Backfill/fertilizer: Backfill all plant pits with Amended Topsoil. Incorporate 1/4 pound of fertilizer
"A"' for each tree and 1/16 pound for each shrub into the top 2 inches of soil after planting.
F. Lightly water to aid the dissipation of fertilizer.
3.4 PLANTING:
A. Place topsoil to the limits shown in the shrub and tree pit details.
B. Following irrigation installation, locate and mark on -site locations for all plants using togged
markers indicating species and size of plant; obtain Landscape Architect's review before proceeding.
C. Dig pits per planting pit details, for plants circular in outline with vertical sides. Where debris,
rubble, or hardpan is encountered, remove the deleterious material if it does not extend more than
one foot beyond the designated limits of the plant pit. Dispose of excavated soil in required fill
areas or off -site.
D. Planting of trees and shrubs: Locate and orient plants for best appearance.
E. Set -plants in center of pits on compacted amended topsoil as specified. -if plant pits do not
drain, consult with Landscape Architect and raise top root system crowns to two inches above
surrounding grade. Support root structure on pit run gravel mixture.
F. Carefully remove plants from containers and scarify root mass to compensate for pot-bound
conditions.
G. Set plants vertical. Set plants to bear some relationship with finish grade while amended topsoil
is being placed; placing mixture carefully to avoid damage to roots and to fill 'all voids. When pit is
approximately 2/3 full, compact by jetting and allow soaking away; continuing to fill to specified level.
Fill top 1/3 with amended topsoil and sock for settlement.
H. Spread a uniform 2 inch layer of medium coarse bark mulch over all planting bed areas.
1. Finishing: After settlement of backfill, rake back mulch and place additional amended topsoil as
required -to bring fill to required elevations; replace mulch and rake all planting beds smooth and
even. Prune plants per Landscape Architect's instructions in accordance with standard horticultural
practice. Prune after planting, not prior to delivery, and point cuts and abrasions with approved tree
wound point.
3.5 PLANT SUPPORT:
A. Stake trees at time of planting; drive stakes vertically to refusal 24 inches into undisturbed
sub -soil as close to tree as possible without. damaging roots. Fasten tree to upper end of stake
usi-ng ties adequate to support trees. Stakes should be secure against displacement and choinlock
ties allow 2" trunk deflection.
B. Tree caliper : 1 - 1 3/4 inches 1 stake with two ties
Tree caliper : 2 - 4 inches 2 stakes with four ties
3.6 FIELD QUALITY CONTROL:
A. Field inspection will be performed periodically by Landscape Architect.
B. The Contractor shall be responsible for notice to Landscape Architect and Owner a minimum of
24 hours in advance for mandatory inspections as here within indicated.
C. Plants will be rejected when ball of earth surrounding roots has been disturbed or damaged prior
to or during planting.
D. Landscape subcontractor shall notify Landscape Architect for one combined inspection of all plant
material at the site prior to plant installation and at the end of 1 year guarantee.
3.7 CLEAN UP:
A. The Landscape contractor shall be responsible for keeping planted areas free of debris and for
keeping walks and roads free from dirt, debris, rock and sand throughout the course of the work.
Upon completion of the contract, he shall remove all surplus material, equipment and debris from the
site. All planted areas shall be rake -clean. All paved areas shall be -clean.
3.9 DAMAGE TO PROPERTY:
A. Any equipment, underground utilities, roadways or walks damaged by the Landscape contractor
shall be replaced and/or repaired at his expense, in a manner satisfactory to the Owner before final
payment is mad . e. W01FILTHY AND ASSOCIATEL:JS
LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN
LINU Ut- bLU11UN
TREES, PLANTS AND GROUND COVER
Section 02950
D. Trenches shall be dug straight unless accepted otherwise by the Owner. Trench bottoms shall be
a true gradient providing support to pipe throughout its entire length. Trench bottoms shall be free
from rocks, clods, and debris.
E. The Contractor shall provide all necessary backfilling. Lines shall be carefully hand covered with
select backfill to a six inch depth of cover to minimize danger of impact damage. Remaining
backfilling shall be done in layers not over six inches deep, with all large rocks and foreign matter,
1" in size and larger removed. Each layer shall be compacted to 95% such that there will be no STATE OP
settling. WASHINGTON
REGISTEREO
F. Al I surplus earth and rock as a result of excavation by this Contractor shall be disposed off the LAr4t)sCAp , CHITEC7
E AR
FDosigned: MRL/MJN
site in a 'legal manner.
G. No backfilling shall be done until all lines and equipment to be. covered have been tested as
F:MPUHENWGEORG
Drawn: MRL/MJN
hereinafter specified. After bdckfilling, the area shall present a uniform surface, compacted to 95% W-ORTIIV
CER"I"IFIED No. 235
density.
H. Underground lines have minimum horizontal cleararice of six inches from each other and of
Checked: SGW
twelve inches from other utility lines unless approved by the Owner. This requirement does not apply
to any lines crossing at angles from 45 to 90 degrees with each other. Maintain minimum two inch
Project No.: 98-17
vertical clearance between lines which cross between these angles. No line is to be installed
parallel to and directly over another line. Peratrovich, Nottingham & Drage, Inc. (PN&D) i s not` responsible for safety programs,
methods, procedures of operation, or the construction of the design shown on these
Date: 5
- �p '98
P. 19 8
ISSUED
rowings. Drawings are for use on this project only and are not intended for reuse
F=0R PERMIT without written approval from PN&D. Drawings are also not to be used in any manner
=E!
Sc
Scale: NOTED
that would constitute a detriment directly or indirectly to PN&D.
1932 FIRST AVENUE SUITE NUMBER 606
SEATTLE, WASHINGTON 98101 TEL.206-448-9270 FAX.206-448-0607
PORT OF EDMO'N'DS-SOUTH MARIr"111111A
LAUNCHER IMPROVEMEIN]TS
Peratrovich, Nottingham & Drage, Inc.
Engineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
PLANTING"' SPEC IF IC ATIOffir4S
Sheet
L4 of
PART 1 - GENERAL
1.1 WORK INCLUDED: (but not limited tooll materials, equipmel labor on.d incidentals to finish and
instalk) associated
A. Shop drawings, catalog cuts, and record as -built drawings and cost
B. Pipe and fittings.
C. Conduit under paving, mainline and laterals.
C. Sprinkler heads, pipe, valves, quick couplers.
D. Controller, valve wiring and connections to power and water supply (See Mechanical and Electrical
Plans.).
E. Trenching, installation of system and connection to valves, testing, backfilling and all adjustments
required for a fully functioning total system.
1.2 COORDINATION:
A. Coordinate with others in electrical power service, layout of piping to planter locations, and
connections to backflow preventer at designated point of connectiol
1.3 REFERENCES:
A. ANSI/AST, D2564 - Solvent cements for Poly Vinyl Chloride plastic pipe and fittings.
B. ASTM D2241 - Poly Vinyl Chloride plastic pipe (SDR-PR).
C. APWA Standard Specifications, Section 49-2.11, Sprinkler System.
1.4 SYSTEM DESCRIPTION:
Electrical solenoid controlled underground sprinkler system of pVC plastic.pipe and fittings, with
pop-up heads in one completely automatic system in accordance with the specifications, complete and
ready for use. The work shall consist of installing the system to provide complete sprinkler and quick
coupler coverage to all planted areas, and furnishing all materials necessary for a complete installation
including connection to a backflow preventer assembly (see Mechanical Plans), pipe, automatic and
manual valves, fittings, sprinklers, quick coupler valves, irrigation controller, electrical controls, electrical
wiring and all appurtenances related thereto. Included shall be all labor of installation, including
trenching, plumbing, backfilling, electrical, plumbing and electrical adjustments, and all other items of
labor necessary for a satisfactory operating system. System installation shall provide total. irrigation
coverage of all landscape planted areas throughout entire work area.
1.5 SUBMITTALS:
A. Record "As -Built" Drawings of encountered existing wiring, utilities, piping as well as the new
sprinkler system showing location and depth of all water lines, sprinkler heads, pipe sleeves, drains and
all valves at completion of work,shall be provided by the Contractor including one full size set and
two (2) additional sets reduced to 1/2 size and enclosed in waterproof package and stored with the
controller.
1.6 SHOP DRAWING REQUIREMENTS: clearly illu I strate size and location for POC, valves, piping,
A. A scaled "As -Built" irrigation plan shall
controller, sprinkler heads, and other components within the systems.
B. Show irrigation system element locations in planting areas as accurately as possible to related
curbs, header boards, fences or edges of paving. . Verify with Owner, all visible (above ground)
locations of such items as controller, valves, and utility boxes.
C. Sprinkler heads locations must be shown accurately and shall be installed as indicated by center
of symbol.
D. Trenching potentially disturbing other utilities or root systems of existing trees to be brought to
the attention of the Owner before proceeding.
1.7 EXTRA STOCK:
A. Provide the following extra items to the Owner's maintenance personnel.
1. Two sprinkler heads of each type and size, and two nozzles for each specified.
2.Three quick coupler quills and swivels for quick coupler.
1.8 STANDARDS AND QUALIFICATIONS:
A. Contractor must be a State of Washington licensed landscape irrigation contractor. The irrigation
system must be installed by a journeyman irrigation mechanic or journeyman plumber. Valve wiring of
24 volts shall be installed per local code requirements by the irrigation contractor or electrical
contractor.
1.9 SCHEDULING OF WORK:
With Dial -A -Dig Contractors and Owner's Representative mark all known utilities and wiring before
proceeding.
1.10 PROTECTION:
A..Contractor responsible for any damage to any work covered by th�se specifications before Final
Acceptance of his work.
B. Securely cover all openings into systems and cover all apporatl equipment, and appliances,
both before and after being set in place to prevent obstructions in pioes and breakage, misuse, or
disfigurement of apparatus, equipment or appliance.
1.11 VERIFICATION OF DIMENSIONS:
A. Before proceeding with any work, review record site plan with gel contractor and carefully
check and verify all dimensions of the site plan base sheet; report al discrepancies prior to any
further work to the Owner.
B. Following backflow preventer installation and before proceeding witFlany work, test dynamic PSI
under design GPM flow conditions to determine irrigation system design i functionality. Report conditions
to Owner before proceeding with construction.
1. 12 WARRANTY: ired by the Contl, Documents; the entire irrigation
A. Irrigation is part of the one year warranty requ
system shall be guaranteed by the Contractor to give complete and siisfactory service as to material
y of Final Acceptore of the work by the Owner.
and workmanship for a period of one year from do
Should any trouble develop within one year, which, in the opinion of tb Owner, is due to 'inferior or
13- ected, wiiout delay, to the satisfaction of
0) faulty material and/or workmanship, the trouble.shall be corr
the Owner and at the Contractor's expense. Any settling of backfilled,trenches shall be repaired by
00 restoration of planted or povd areas.
M the Contractor at his expense, including
1.13 INSTRUCTIONS TO OWNER:
Contractor shall instruct the Owner's maintenance personnel in operoD,n and care of the equipment
and systems and shall provide additional data as needed.
co
0
Ill i
n col
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS:
A. Any substitution of products must be approved by the Owner after review of product
specifications provided by the Contractor. Substitution requests shall be made prior to the award of
contract.
2.2 PIPE MATERIALS:
A. PIPE:
1. Copper pipe and fittings per City of Edmords and Snohomish County Code.
2. Poly Vinyl Chloride pipe shall be in occordonce to ASTM-D-2241 and shall be National
Sanitation Foundation (NSF) approved. All supplied PVC pipe and fittings shall be homogel
throughout and free from visual or physical defects. All materials shall be new and of domestic
manufacture. PVC pipe shall be nontoxic, free from taste and odor and self -extinguishing. All PVC
pipe shall be continuously and permanently marked with the following information: Manufacturer's
name, kind of pipe, pipe size, National Sanitation Foundation (NSF) approval and schedule number or
class designation. Irrigation mainline and lateral lines are to be Schedule 40.
3. Sleeves and conduit for all irrigation water lines and wiring under pavement shall be Schedule
40 PVC, size shall be 2 times the dia. of the pipe being inserted to allow for easy installation of
piping and wiring within the sleeving.
B. Fittings: Type and style of connection to match pipe.
C. Solvent Cement: ANSI/ASTM D2564 for PVC pipe and fittings.
2.3 SPRINKLER HEADS:
A. Provide pop-up spray heads with appropriate radius and degree of arc to provide head to head
coverage with plants installed and without overthrow or waste.
2.4 AUTOMATIC VALVES:
A. Automatic control valves: Provide plastic control valves with 200 PSI rated globe style. Size,
Manufacture and Type per plans.
2.5 IIISCELLANEOUS EQUIPMENT:
1�3
A. Valve boxes: Provide Jumbo 12" valve boxes with extensions
as needed, weather tight
enclo , sures and locking lids, as manufactured by Ametek.
B. Three *way marlex or schedule 80 PVC swing joints.
C. Electrical splice connection: Provide watertight connectors for
all wire splices only within valve
boxes�. Approved socket connector manufacturers are Rainbird PT
100, Pen-Tite PVC, Scott's, or
3-M.:
D. 1. Field control wire: Provide insulated single strand copper wire designated for 600 volts and
UL a' ved as type "UF" underground feeder Wire size shall be
ppro
No. 14, with conductor meeting
,
or e,xceeding ASTM B-3. Red, white and block colors shall be provided.
Provide two 18-8 VL VE multi irrigation wire from controller,
inside wall mount, to outside wall
NEMA 4R splice box.
E. Contro))er: Manufacturer and Type per plans.
F. Drain: Utilize removable plug in double check valve vault and
quick coupler valve assemblies to
fully drain all main and lateral lines.
G. Quick Coupler Valves: Manufacturer and Type per plans. Provide two each extra swivels and
keys for each type of quick coupler.
H. Permanent Contoller Connector (PCC) 12 Station by Remote
Control Technology.
1. Gate valves shall be class 150 bronze construction conforming
to ASTM B-62 requirements.
Gate valves shall be double disk, toper seat, with non rising stem,
union bonnet and keyable hand
wheel.
PART 3 - EXECUTION
3.1 PREPARATION:
A. Verify grade conditions: All finish grading shall be completed prior to this work. No other
grading shall be required except that required f ' or trenches and heads. Contractor shall not proceed
with irrigation until grades hove been examined: and accepted.
B. Locations of existing and proposed irrigati8n components shall be verified by Contractor before
proceeding.'. Any discrepancies shall be -brought to the immediate attention of the Owner. '
C. Conduits and Sleeves: Irrigation contractor shall coordinate with the paving contractor to
provided sle ' eving and conduits under all pavement Grid at all designated locations on project. and
Sleeving shall be sized 2 times the diameter of the pipe being inserted.and located, provided
installed.by irrigation contractor, Sleeves shall eKtend a minimum of 12" beyond edge of pavement.
Wrap 12 go. bare copper wire around both ends of sleeve for future detection search.Review layout
requirements with other affected work. All mainline, lateral line a.nd controller wire shall be placed in
separate sleeves under paving.
D. Protect features remaining as final work.
3.2 TRENCHING:
A. The Contractor shall provide all excavation necessary for the installation of the work.
B. Depths of minimum cover unless otherwise specified:
(a) Mainline: 18"
(b) Lateral Line: 12"
(c) Wiring: 18"
C. Wherever possible parallel lines shall occupy, the some trench.
D. Trenches shall be dug straight unless accepted otherwise by' the Owner. Trench bottoms shall be
a true gradient providing support to pipe throughout its entire length. Trench bottoms shall be free
from rocks, clods, and debris.
E. The Contractor shall provide all necessary backfilling. Lines shall be carefully hand covered with
select backfill to a six inch depth of cover to hinimize danger of impact damage. Remaining
backfilling shall be done in layers not over six 'inches deep, with all large rocks and foreign matter,
1" in size and larger removed. Each layer shall be compacted to 95% such that there will be no
settling.
F. All surplus earth and rock as a result of e<covotion by this Contractor shall be disposed off the
site in a legal manner.
G. No backfilling shall be done until all lines cnd equipment to be covered have been tested as
hereinafter specified.- After backfilling, the area shall present a uniform surface, compacted to 95%
density.
H. Underground lines- have minimum horizontal clearance of six inches from each other and of
twelve inches from other utility lines unless app-oved by the Owner. This requirement does not apply
to any lines crossing at angles from 45 to 90 degrees with each other. Maintain minimum two inch
vertical clearance between lines which cross betNeen these angles. No line is to be installed
parallel to and directly over another line.
3.3 INSTALLATION:
A. The Contractor shall exercise care in handling, loading, unloading and storing pipe and fittings to
avoid damage. Any pipe that has been dented or damaged shall be discarded until such damage
has been cut out and pipe is rejoined with a coupling.
B. Welded joints shall be given at least fifteen minutes set-up time before moving or handling. No
water shall be permitted in pipe until a period of at least four hours has elapsed for solvent weld
setting and curing.
C. Irrigation sprinkler heads: Minimum riser size shall be inlet size for sprinkler heads. All metal
threaded joints are to have teflon tape or paste teflon compound applied to mole threads. Risers
are to be capped after installation in preparation for pressure testing. Care must be taken to not
over tighten the pipe into the PVC fitting at the sprinkler line -riser connection, or into other PVC
threaded joints.
D. Automatic Valves: Before installation of automatic valves, the supply line must be thoroughly
flushed. All automatic valves shall be enclosed in valve boxes set at finished grade. Valve box
extensions will be required.
E. Quick coupler valves: QCVs should be 'located within 200' of all planted areas to provide
complete coverage.
F. Control Wires: Control wires shall be taped together at ten foot intervals, then this bundle taped
to the main line at ten foot maximum intervals with at least three wraps of electrical tape. Splices
will be permitted only at the valves and never between valves or valve and controller. There must be
a separate lead or "hot" wire to each automatic valve. One common ground wire will be acceptable.
One un-connected spare control wire is to be run through each intermediate valve box between
controllers and each remote valve. The control wires shall be color coded as follows: ground wire
- white; lead-in wire - red; extra wire - black. As the control wires are being installed as
described above, a bare copper wire twelve gouge minimum will be installed on top of the PVC
supply line for the purpose of possible future line detection search.
G. Automatic Controller: Wall mount at location to be approved by owner. Provide conduit for 24v
control wires continuous from Controller to outside splice box. Provide 120v power connection conduit
and wiring per code.
H. Backflow Preventor: Install complete assembly per County Health codes. Test and Certify per
code at Contractors expense.
1. Sprinkler heads are to provide total head to head coverage at winds of ten miles per hour or
less unless approved otherwise by Owner.
3.4 DAMAGE TO PROPERTY AND OVERSPRAY:
A. Any of Owner's property, including equipment, piping, pipe covering, sewers, sidewalks,
landscaping, etc., damaged by Contractor during course of his work shall be replaced or repaired by
Contractor in a manner satisfactory to Owner at Contractor's own expense before final payment will
be made.
B. Contractor responsible for all damages caused by leaks in piping systems being installed or
having been installed by him. Repair all damage so caused at Contractor's expense. All repair done
and in a satisfactory manner as directed by the Owner.
3.5 TESTS:
A. Prior to backfilling, all PVC Mainlines shall be flushed and pressure tested with all joints exposed
to 120 p.s.i. pressure. Loss in lines will be visually checked and shall not be more than 5 p.s.i. in
fifteen minutes. To be valid, all tests must be performed under the direction and supervision of the
Owner. Any failure in the system to pass this test will require prompt correction by the Contractor
and testing will continue until proven correct. Lateral Lines shall be visually inspected, capped and
subjected to static pressure not less than 60 p.s.i. and any leaks repaired prior to backfilling.
3.6 SYSTEM DEMONSTRATION:
-s' -�- w-ill-be--accepted--the - Contractor;- in- the presence of the Owner, shall
A. -Before the sprinkler--sy terr
perform a water coverage test to determine if tl�ie water coverage and operation of the system is
complete and satisfactory. If any part of the system is inadequate, in the opinion of the Owner, due
to the Contractor's poor workmanship or materials, it shall be repaired or replaced at the
Contractor's expense and testing will be continued until acceptable to the Owner.
3.7 WINTERIZING IRRIGATION SYSTEM:
A. The Contractor shall turn off and winterize entire system to prevent freezing damage at the end
of the watering season during first year. The system shall be turned on by Contractor in spring and
checked to insure proper operation for coming season in first year. Blow system free of all water
by air injection at P.O.C. and Q.C.V. and show Owners maintenance personnel locations of all
compressed air blow down valves on site for winterizing sprinkler system. Contractor shall be
responsible for any damage resulting from freezing water in lines and improper winterizing of system
during first year.
END OF SECTION
STATE OF
WASHINGTOt4
LAil REGISTERED
SCAPE ARCHITEC7
EORGE WORTill
CE"Ti 235
Designed: MRL/MJN
Drawn: MRL/MJN
Checked: SGW
Project No.: 98-17
Peratrovich, Nottingham & Drage, Inc. (PN&D) is not responsible for safety programs, FDate:SEP. '98
methods, procedures of operation, or the construction of the design shown on these Sc -D
drawings. Drawings are for use on this project only and are not intended for reuse Scale: - �NOTEQ
ISS U E 1) FOR B 11) without written approval from PN&D. Drawings are also not to be used in any manner
that would constitute a detriment directly or indirectly to PN&D.
W 0 -IRTHY AND ASSOCIATES
LANDSCAPE ARCHITECTURE RECREATIONAL PLANNING AND DESIGN
1932 FIRST AVENUE SUITE NUMBER 606
SEATTLE, WASHINGTON 98101 TEL.206-448-9270 FAX.206-448-0607
117url''111, IF 41
'C'<4d
?J)A
l Peratrovich, Nottingham & Drage, Inc.
Engineering Consultants
811 First Avenue, Suite 260
Seattle, Washington, 98104
PH: (206) 624-1387 FAX: (206) 624-1388
IRRIGAT10im SPECIFICATIOIN4 4R7
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