6909 174TH ST SW.PDFiiiiiiiiiiii
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6909 174TH ST SW
Isla
STREET FILE
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Civil Engineer
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February 29, 1992
Mr. David Rohr
Constantly Building
1836 N.E. 172nd
Seattle, WA 98155
Pip
Subject: Geotechnical Addendum: Storm Water Detention and Grading
Estimate
This engineering letter supplements the Geotechnical
Assessment report for the proposed building lot at 6980 174th
Street, Meadowdale, Washington.
Calculation of the impervious areas for the single family
residence result in between 3,000 and 3,500 square feet. This
impervious area runof f must be collected, controlled, detained, and
released using a detention pipe and controlled orif ice release. An
infiltration system cannot be utilized due to site slopes and soil
types present.
The City of Edmonds Drainage Design Standards (March 1990) are.
applicable to this development. A required storage volume of 87
cubic feet could be stored using one of the following: 70 lineal
feet of 15-inch diameter pipe, 49 feet of 18-inch pipe, or 28 feet
of 24-inch pipe. A 3/4-inch orifice in the outlet control catch
basin is required. it -is understood that an exIsting storm water
sewer runs through this lot (as shown).
This storm sewer must be located and verified in terms of
viability prior to connection.
SITE GRADING
This development requires controlled soil cutting and filling.
Every ef fort will be made to balance the amount of soil cut and
that required for fill. Obviously, unsuitable organic soil will be
hauled offsite, and import gravel is required for geotechnical
purposes.
GEOTECHNICAL * SITEDEVELOPMENT 0 INSPECTION * FOUNDATIONS 0 DRAINAGE 0 LEGAL
505N.169St. e Seattle, Washington 98133 * (206)546-9217
Mr. David Rohr
Page Two
Approximately 200 cubic yards of soil is estimated to be cut,
most of which will be used on site.
If there are any questions, do not hesitate to call.
Sincerely,
A"'�' M
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
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Dennis M. Bruce, P.g777-`�—rr-
M.S.C.E., M.B.A. Civil Engineer
1AAR I I
February 20, 1992
VERM
. IT rnUNTER
Mr. David Rohr
Constantly Building
1836 N.E. 172nd
Seattle, WA 98155
Subject: Geotechnical Assessment - Meadowdale Lot
This engineering report presents the results of a geotechnical
assessment of the proposed single family residence lot at 6980
174th Street S.W., Meadowdale, Washington. This assessment was
necessitated by developer concerns as well as City of Edmonds
requirements regarding geotechnical viability. The lot has never
been developed. The on -site portions of this investigation were
performed by this engineer on August 2, 1991 (visual and hand -tool
testing) and September 19, 1991 using a Bobcat backhoe for four
soil test pits.
REFERENCE:
Proposed residence plans (nine sheets) by Design Consultants,
Mukilteo, Washington, dated June 4, 1991.
Survey Plot Plan with contours (attached)
Site Plan (attached)
Site photographs (attached)
ASSESSMENT:
The undeveloped rectangular lot along 174th Street S.W.
contains significant sloping topography. The western portion of
this approximate 125 foot wide by 65 foot deep lot is relatively
flat and level with 174th Street S.W. (photos #1 and #4). The
south central and south eastern portions of the lot contain slopes
at approximately 3(H):2(V) dropping off below the street. These
slopes lessen in steepness to the central and northern portions of
,the lot (Photos 2 and 3).
The lot is heavily vegetated with grasses, vines and. bushes.
A deciduous tree exists adjacent 174th Street S.W. near the eastern
portion of the lot. Several mature fir trees occupy the north
eastern area*of the lot (Photo #1).
GEOTECHNICAL 9 SITE DEVELOPMENT 9 INSPECTION - FOUNDATIONS 9 DRAINAGE * LEGAL
505N.169St. * Seattle, Washington 98133 * (206)546-9217
Mr. David Rohr - Constantly Building
Page Two
This investigation utilized four backhoe test pits at
locations shown on figure #1.
The soil stratigraphy encountered in all four test pits was
relatively similar. The following representative test pit log
graphically presents the findings:
C).,5 oP-6AN(C_5 k 00 T-S I -ro P S C)
sANAY -ca_-r eo88LF-!
SIL-rY SAN6. (oec-
DENSE GkEyl
t-Wr7LEA SPONOO &LACIAL
TILL . (NAROPAV —RE-Fus.4
In none of the four test pits was any groundwater encountered.
Test pit walls did not slough or cave in.
CONCLUSIONS AND RECOMMENDATIONS:
The site is geotechnically viable for the proposed single
family residence subject to the following constraints..
Excavation cuts nearest 174th Street S.W. be monitored by this
engineer with regard to soil cut performance. Contractor must
be prepared to provide shoring, if required, and follow
geotechnical recommendations regarding slope cut angle,
phasing of cuts and concrete retaining wall placement, weather
timing and slope protection. At this time, a "dry -season"
temporary slope angle cut of 1:1 is approved, pending
observation. A steeper cut angle of 2 (H) :3 (V) has been
successfully used on similar soils and may be authorized,
depending on conditions and excavator's expertise.
Road protection - the excavation cuts adjacent 174th Street
S.W. pose potential hazards to road traffic. Compliance with
City of Edmonds/Meadowdale safety requirements is essential.
The furnished site and residence plans are generally approved
provided the following occur:
Mr. David Rohr - Constantly Building
Page Three
Prior to excavation, specific cut locations are staked
with depth of cuts indicated for this engineer's
assessment.
The Foundation Wall detail (Drawing F-1, sheet 5 of 9) be
changed to the revised design (attached). This revised
design requires a larger f ooting dimension, additional
reinf orcing steel, backf ill specif ications, and drainage
provisions.
The findings of this investigation result in the following
conservative soil parameters:
Bearing pressure = 2,000 p.s.f.
Equivalent Fluid Pressure = 35 p.c.f.
Drainage - overall residence drainage comply with municipal
requirements for Storm Water Detention and Controlled Release.
Fill Material - the use of on -site material may be acceptable
for f ill if kept free of debris, and placed in compacted
structural lifts as directed by this engineer.
It is understood that this lot appears to lie within a mapped
area of environmental sensitivity and/or potential lands 1 ide/hazard
zone. The relevant aspects of these categories were evaluated in
conjunction with this study. It was concluded, however, that this
lot "speaks for itself" regarding geotechnical-hazards, namely no
regional hazards were evident precluding development. Adjacent
properties have been successfully developed with no negative.
effects. The prime areas of concern f or this lot are the slope
excavations and retaining wall construction, as already detailed.
Additionally, this contractor - Constantly Building - has
demonstrated success in constructing sloped -lot residences with
more severe topography (Richmond Highlands area - two "ravine"
houses).
Thus, this site is approved for the proposed single family
residence subject to the constraints herein:
CLOSURE:
The findings and recommendations of this report were prepared
in accordance with generally accepted professional engineering
principles and practice. No other warranty, either express or
implied. The conclusions are based on the results of the field
exploration and interpolation of subsurface conditions between
Mr. David Rohr - Constantly Building
Page Four
explored locations. If conditions are encountered during
construction that appear to be different than those described in
this report, this engineer should be notified. to. observe the
situation and review and verify or modify the recommendations.
If you have any questions, please feel free to call.
Sincerely,
S M.
WA
4V
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
17405
1
EXPIRES 12 /23 / I Ot 13
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Photo #5. Test pit #5. Soil stratigraphy typical of all pits.
Upper brown sandy silt with cobbles, very dense grey glacial till
(hardpan) at varying depths below.
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a "TRE.ET FILE
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A.
May 4, 1992
City of Edmonds
250 5th Avenue North
Edmonds, WA 98020
Attention: Building official -
Subject: Plan Check #593 @ 6909 174th Street S.W.
- Letter of Declaration
Civil Engineer
RECEIVIEED
MAY I 1 1992
PERMIT COUNTER
This letter of declaration is in response to the City of
Edmond"s April 2, 199 . 2 plan check letter (attached) for this
proposed single family residence.
REFERENCE:
Soils Report - dated February 20, 1992 by D. Bruce, P.E.
Project' plans with soils report recommendations and
foundation designs.
As this engineer performed the site soils investigation and
formulated the recommendations, I do, indeed, understand them and
have formulated them into the foundation. Further, I (the soils
engineer, the foundation engineer, and geotechnical construction
inspection engineer) will observe key construction aspects and make
on -site recommendations to "reduce the potential risk of injury or
damage from earth movement that may have been called out in the
soils report."
It is this engineer's experience with Constantly Building that
they are competent in constructing this -project. Further,
Constantly Building' has contracted with this engineer for
geotechnical inspection.
If there are any questions, please feel free to call.
Sincerely,
14, 4,,c
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
DMB: nj t
cc: Constantly Building
GEOTECHNICAL * SITEDEVELOPMENT * INSPECTION e FOUNDATIONS 0 DRAINAGE 0 LEGAL
505 N. 169 St. e Seattle, Washington 98133 * (206) 546-9217
STREET FILE
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Civil Engineer
WJAVk I
February 29, 1992 PEMAT
4
Mr..David Rohr
Constantly Building
1836 N.E. 172nd
Seattle, WA 98155
Subject: Geotechnical Addendum: Storm Water Detention and Grading
Estimate
This engineering letter supplements the Geotechnical
Assessment report for the proposed building lot at 6980 174th
Street, Meadowdale, Washington.
Calculation of the impervious areas for the single family
residence result in between j,000 and 3,500 square feet. This
impervious area runoff must be collected, controlled, detained, and
released using a detention pipe and controlled orif ice release. An
infiltration system cannot be utilized due to site slopes and soil
types present.
The City of Edmonds Drainage Design Standards (March 1990) are'
applicable to this development. A required storage volume of 87
cubic feet could be stored using one of the following: 70 lineal
feet of 15-inch diameter pipe, 49 feet of 18-inch pipe, or 28 feet
of 24-inch pipe. A 3/4-inch orifice in the outlet control catch
basin is required. it is understood that an existing storra water
sewer runs through this lot (as shown).
This storm sewer must be located and verified in terms of
viability prior -to connection.
SITE GRADING
- This development requires controlled soil cutting and filling.
Every ef fort will be made to balance -the amount of soil cut and
that required for fill. obviously, unsuitable organic soil will be
hauled of f site, and import gravel is required f or geotechnical
purposes.
GEOTECHNICAL * SITEDEVELOPMENT * INSPECTION 'o FOUNDATIONS 0 DRAINAGE 0 LEGAL
505 N. 1,69 St. e Seattle, Washington 98133 9 (206) 546-9217
Mr. David Rohr
Page Two
Approximately 200 cubic yards of soil is estimated to be cut,
most of which will be used on site.
If there are any questions, do not hesitate to call.
Sincerely,
DMB: nj t
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
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TABLE 1
RUNOFF FACTORS' FOR STORM 'SEWERS
FLAT
0-5%
UNDEVELOPE D LAND
ROLLING
>S%
Wood & Forest
0 05
0.fo
Sparse Trees Ground Cover .
0:10
0.15,
Light Grass to Bare -Ground . .
. . . . 0.15
0.20
DEVELOPED AREA
Pavement Roof s
0.90
-.0.90
Gravel Roads Pariin*g*L;t;
_0J5__
0.80
City Business
0.85
0.90
Apartment Dwelling Areas
0.80
0.85
Industrial Areas (Heavy)
0.70
0.80
Industrial Areas (Light) . . .
. . . . 0.60
0.70
Earth Shoulder
0. S�L-
0.50
Playground . . . . . . .
. . . . 0.2S
0.30
Lawns, Meadows & Pastures,
0.20
0.2S,
Parks Cemetery
0.15
0.20
SINGLE VAMILY
RESIDENTIAL.
(Dwelling Unit/Gross Acre)
1.0-1.5 DU/GA . . . . .
. . .
0.30
.1.5-3.0 DU/GA . . . . .
. . . . . . . .
. 0.35
3.0-3.5 -DU/GA . . . . .
. . . . . . . . ...
0.40
3.5-4.0 DU/GA'.
0.45.
4.0-6.0 DU/GA .
0.50
6.0-9.0 DU/GA .
0.60
9.0-15.0 DU/GA .
0.70
18 15
5/79
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YEAR
DESIGN STORK
-YE-AR- DE�IGN
STORM
AREA
TrE OF OUTLET
PEAK STORAGE
MAXIMUM STQ�AG�
PEAK STORAGE
MAXIMUM
S.TS%N
TIME (MINUTES)
VOLUME
(FT3
AC
TIME (MINUTES)
VOLUME (FT
AC.
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3000 T
2194
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BAKER ENGINEERS SUBJECT -ftA(Wt::C— DQ('JCU..,vlvy SHEET'
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STRUCTURAL DESIGN JOB. NO.OX-CIS-10 BY:R�E CHK'D:— 9t �-
OF
6628 212TH. S.W. LYNNWOOD WA DATE:
P.O. BOX 1697 LYNNWOOD. WA 98046-1697 (206) 771-6666 FAX (206) 771-6558
9
17VI" &-84J
SETBACK ADJUSTMENT DETERMINATION
MEMORANDUM
CITY OF EDMONDS
PLANNING DIVISION
August 24, 1992
TO: Jeffrey S. Wilson Current
Planning Supervi ipr
FROM: John Bissell
Code Enforcerfie'ft Technician
SUBJECT: File Number A-92-161 Setback Adjustment for Constantly Building
Constantly Building has applied for a setback adjustment for property located at 6909 174th St. S.W. The application is
to allow a 20 foot front (street) setback where a 25 foot setback is required and a 7.5 rear setback where a 15 foot setback
is required.
1. a. FACTS:
1) The site is zoned RS-8 (Residential Single Family, 8,000 square foot minimum lot size). The
area surrounding the subject site is zoned RS-8, RS-12 (12,000 square foot minimum lot size)
and RS-20 (20,000 square foot minimum lot size). Tle required development standards in the
RS-8 zone are:
A. Street setback, 25 feet
B. Side setbacks, 10 feet
C. Rear setback, 15 feet
D. The maximum building lot coverage allowed is 35
2) ECDC section 20.SO.030(A) states that any lot may have the setbacks reduced along one or two
lines if the Community Development Director determines that the reduction will preserve a
natural feature of the lot, or that the reduction will allow a creative design. The ECDC does not
define natural feature or creative design.
3) ECDC section 20.50.030(B) states that the street setback may be reduced by as much as 50
percent. Side and rear setbacks may be reduced by as much as 50 percent, to a minimum of five
feet. The building area may not exceed the area which would have been allowed before the
setback reduction.
4). The applicant proposes to construct a new single family residence at the western end of the
subject property, with decks extending into the required rear (north) setback, and portions of the
house and garage extending into the street (south) setback. Specifically, the applicant is
requesting a 7.5 foot rear (north) setback where the required setback is 15 feet and a 20 foot
street (south ) setback where a 25 foot setback is required.
5) Approval of a setback'adjustment request was granted to Merle McGlaughlin at this same
location on November 8, 1990 as file number A-24-90. A-24-90 granted a setback adjustment to
allow a 7.S foot rear (north) setback and a 20 foot street (south) setback.
6) Setback Adjustment application file number A-24-90 expired without action on November 8,
1991.
7) Ile applicant states in their declarations that they are requesting approval of the setback
adjustment based on the findings of fact and conclusions of setback adjustment file number A-24-
90. Conclusion number I of A-24-90 states that the proposal meets the preservation of a natural
feature eligibility requirement by preserving existing trees on the subject lot. Conclusion number
I also states that the design meets the creative design eligibility requirement by not requireing a
"box car" type house as would be required by strict compliance with the setbacks on this shallow
lot. (see attachment I and attachment 2)
8) The eastern portion of the subject site is vegetated with trees and brush and other natural
vegetation.
9) The side property lines are approximately 63 feet deep while the street frontage is approximately
123 feet long.
10) The proposed building lot coverage would be less than 35
b. CONCLUSIONS:
1) The proposed setback adjustment for the house meets the creative design criteria by allowing
modulation of the building which would not be allowed by strict enforcement of the required
setbacks, while preserving natural vegetation (see the site plan submitted by the applicant).
2) The project meets the eligibility requirements of the ECDC sections 20.50.030(A) and
20.50.030(B).
2. a. FACTS:
1) ECDC section 20.50.030(C) requires that the Community Development Director shall decide
whether to approve the requested reduction using the review criteria of Section 20.50.020.
2) ECDC 20.50.020 states that in reaching a decision, the Community Development Director shall
consider the following factors, and any other pertinent information:
a) Vehicle maneuvering space.
b) Topography of the lot and the surrounding area.
c) Shape of the lot.
d) The location and size of adjoining setbacks and other open spaces.
e) The location, size, orientation, and views of nearby houses.
3) The proposed residence would have the driveway on the south side of the building where the
requested setback is 20 feet.
The Engineering Division commented that a vehicle turn -around would be required on the
subject property with the building permit, but that the proposed setback adjustment would not
adversely affect the required turn -around.
4) The subject lot slopes steeply down to the north and to the east. Actual grade is not known, as
the applicant has not provided the City with a topographic site plan. However portions of the
lot appear to slope as much as 60 % -90 %
The shape of the subject lot is rectangular. The orientation of the lot places the long side along
the street frontage and the short sides perpendicular to the street frontage.
5) The proposed adjustment is on the north and the south side of the lot.
The house to the northwest of the proposed house is setback approximately 40 feet from the
proposed house. No other houses are located within 100 feet of the proposed house.
6) There are no scenic views from the subject property or from any surrounding properties.
b. CONCLUSIONS:
1) The existing vehicle maneuvering space will be unaffected by this proposal.
2) The topography of the subject lot creates construction difficulties which are mitigated by the
setback adjustment proposal.
3) 'Me shape of the subject lot creates construction difficulties which are mitigated by the setback
adjustment proposal
4) Open space and scenic views will not be adversely impacted by this proposal..
Based on the above conclusions, I recommend that the requested setback adjustment be approved. If you concur, please
indicate your concurrence in the space provided below.
CD4L 'J, CO-;4" gz �;L it
J44/S. Wilson ' k hate
Attachments:
1. Application and Declarations
2. Site Plan
3. Comments from the Engineering Division.
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BAKER ENGINEERS
STRUCTURAL DESIGN
P.O. BOX 1697
LYNNWOOD, WA 98046-1697
March 24, 1995
John P. Gurnee
c/o Phil King Designs
1527 - 150th Street SW
Lynnwood, M 98037
CITY CODIF
L X1
Subject: Declaration and Statement of Risk
6909 - 174th Street SW
Edmonds, Washington
Job No. 08.95.061
Dear Mr. Gurnee:
EDWIN F. BAKER, P.E.
]MCEIVED
MAR 2 8 1995
PERMITCOUNTER
This letter is intended to inform you that we have reviewed the
geotechnical report and have designed the retaining wall of this
structure in accordance with the recommendations of Geotechnical
Assessment, Meadowdale Lot 11, by Dennis M. Bruce, P.E. dated
February 20, 1992.
In our judgment, the retaining wall design prepared by Baker
Engineers conforms to the recommendations in the geotechnical
report.
The risk of damage to the proposed development, or to adjacent
properties, from any soil instability are beyond the scope of
responsibilities of Baker Engineers and must be addressed by the
geotechnical engineer. Because of the unpredictale nature of
soils, owners must assume the responsibility for risks of
building and living in this known hazardous area.
Please call if you have any questions or if we may be of further
service.
Sincerely,
BAKER ENGINEERS
Edwin F. Baker, P.E.
Principal
EFB:mes
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8898
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6628 212TH S.W. - LYNNWOOD, WASHINGTON 98036 - (206) 771-6666 1EXPIREs 2 / 10 /77
FACSIMILE (206) 771-6558
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RECEIVIED
MAY 2 4 095
PERMITCOUNM
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PROJECT REVIEW CHECKLIST
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PLAN CHECK#:
PROJECT ADDRESS:_& -7 q RECEIPT DATE:
BY: (1hitiAl/Date)
IREVIEW
PLAN. W ATER
COMMENTS
.,FIRE
SD
BLDG. EWER
Si
STREET-..
. .....
Setbacks/Variance/Setback Adiustment
Conditional Use Permit
..........
..........
....... .....
..
..............
.........
2
ADB Requirements
Other Zoning Requirements
Underground Wiring Required
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Lot Slope 15%
1,-em
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . .
el.........
SEPA Environmental Checklist/Hydraulics Permit
*.,�,��.�..'...'7..�l.".-'-,....,.,.",.4'.*,.*,.*,.*,.'I .
. . . . . . .
. . . . . . . . . . . . . .
........
7
Tree Cutting Plan
.....
. . . . . . . . . . . . . . . . . . . . . . .......... . . . . . . . . .
Plat/Subdivision Requirements
11-egal Description Verification
e
-- --------
............. . . . . . . . .
lQuit Claim/Street Dedications
izasements :S�Private
Engineering Storm Drain Review Fee
Engineering 2.2 Inspection Fee
Drainage Plan (On -Site)
Setback - Top of Bank, Stream, Water Courses
Setback - Storm Drain Line
Open Ditch - EA.,
Culvert Required
Culvert Size
Shoulder Drainac
e Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access
Sidewalk Required Ad-0
Curb & Gutter Required -4Ja
Curb Cut For Driveway R6-q—u—ir�d
Street Paving Required
Right -Of -Way Construction Permit Required
Street Name Sign Required
Other Signing Required
....... . . . . . . . . . . . . . .
........
�20
Bond Required For Public Improvements -%Je
FEMA Map Check/Water Table
IM,
.
....
Side Sewer Availability 5;
Calculate Sewer Connection Fee If No III) #
Create Street File
3 6-
Existing Water Main Size
. . . . . . . . . . X
-36
Water Meter Size
...........
- ------ ---
...
Service Line Size
Water Meter Charge Required
. . . . . . . . . . . . .
...... ..
Hydrant Required
..."
Hydrant Size Existing
..........
M.,
4
Fire Line Charge Required - Sprinkler
.......
42
Street Cut
:
,Miscellaneous
4
Reviewed By:
FIRE PLANNING ENGINEERING P(JBLIC WORKS
R E C 0 R D OF C 0 N T A C T S
1
21
2
22
3
23
4
24
5
25
6
26
7
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8
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RW PERMIT # DATE ISSUED RECEIPT #
9
29
10
30
11
31
12
32
13
PAID $ RECEIPT # DATE
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SS PERMIT # tQZ?Z DATE ISSUED f--Zf-.P&RECEIPT #.W
14
PAID $ RECEIPT # DATE
34
15
35
16
36
r
37
METER SIZE�IV 0 PAID DATE L,7� M-RECEIPT # 217
18
38
19
39
20
40
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The City of Edmonds
.............
Side Sewer Drawing.
EASEMENTNO . ............................ ........ ......
NEW CONSTRUCTION REPAIRS 0 LID NO . ............. ......ASIMT. NO . ..................
OWNEP. ............................ .....................................................
t.eqD - - -!�� -t �
...... ......... ..... lv4 ......
JOB ADDRESS .... ..... .
I— — —
I 1 '5' \)-t- - tio - liv--� t D-cll-q I
-4- � -0.
CONTRACTOR ..................................................................................... PERMIT NO. &JT7
LEGAL DESCRIPTION:LOT NO . ............... .................... - BLOCK NO. � ...................................
...............................................
................................. ................................................................................
NAMEOF ADDITION ..................... ................... ...................... .................................... I ...............
YNTNVOOD LINE�
FL
PWW�000 I -I V75 (REV. 11178)
Approved:
'?� .......... By .... ............ .......................
... . ...................
DATE..�:7 .....................
OY
V-1
ir
7',ie Cit� of
NEW CON--- ."UC- ION REPAIRS 1. I -ID NO . .................. . -T, NO . .............
OWNER... .................................................................. ..................... ..... CONTRACTOR
JOB ADDRESS .... ............................................. PERMIT NO. 0
1.01- / 7 Yr"
....... I-- ....................... I .......................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO. - ..................................
. ........ ................. ......... I ....................... .... ............................................................
...............................
OF A--:�.'XTION ...
... ..... ................. I .............................................................
/t
NO.
7 J T.
Approved:
PWW-000 1 - 11175 (R EV. 11/78) DATE .... ............... By ... *14".Zl
z
. . r— . .............
7,
4, DbY5
7
CITY OF EDMONDS SIDE SEWER PERMIT
0 19"
PERMIT N2 8797
Address of Construction:
Property Legal Description (Include all easements): De )0 _(4�5 — 6 A
1f,3
\N
Owner and/or Contractor: PQ Ln tAA, N3 C--LC (0 ",2 0,QI
State License No. 6� " C-& 1 0 1 !�Sl_ Building Permit No. -
,C9 Single Family
C3 Multi -Family (No. of Units
El Commercial
El Public
0
Invasion into City Right -of -Way: M No 11 Yes
RW Construction Permit No
\-il Q e P3, 7,P& .
Cross other Private Property IZR No El Yes
Attach legal description and copy of recorded easement
I certify that I have read and shall comply with all city requirements
as indicated on the,back of the Permit Card.
,�? -
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
ONLY
FOR INSPECTION CALL 771-MM, PUBLIC WORKS DEPT.
001
Permit Fee: Issued By /j,"
'4?' - A 4)
Trunk Charge: Date I�suecl-
Assessment Fee: A)11� Receipt No.: a?
Lid No.:- Z6 Y /
Partial Inspection: Date -Initial
Comments
Reason Rejected: Date -initial
Final Inspection Approved: Dat4-7'71- lnitiae*�
PERMIT MUST BE POSTED ON JOB SITE
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
The City of Edmonds Side Sewer Drawing EASEMENT NO - ---------------------- ---------------------
NEW CONSTRUCTION REPAIRS n LID NO . .................. . ASMT. NO - ------------------
OWNER................................................................................................ CONTRACTOR ........................................... ........................................ PERMIT NO. 0-7-17
teqD L -
JOB ADDRESS ............... . ............. 141 . ....... ................ L4 ...... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ........... ........................
i
I-IL.pr4 S—% �%A�
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PWW.0001-11/75 (REV.11/78)
Dew
I
..................................................................................................................................................................
NAME OF ADDITION
�51 - Q-0 - Qr,..e t �
.......................................
EE��E
Approved:
DATE ?6 -
...... / ............. By ............................................................
V
8 9 0 - 1 9 C� -
City of Edmonds
]RIGHT-OF-WAY CONSTRUCTION
PERMIT Permit'Number.,
hzue Date:
A. Address or Vicinity.of Construction: 6909 174 St SW (9620625)
B. Type of Work (be specific): Install Service
C. Contractor: Washington Natural Gas
Mailing Address: I 197 7,i qt qW Ruarett\
State License #: 98203
D. Building Permit # (if applicable(_
E. Commercial 0 Subdivision
Multi -Family 0 Single Family
INSPECTOR:
Contact: Hariamne Kingsbury
Phone: 356-7500 X7596
Liability Insurance: _ Bond: $
Side Sewer Permit # (if applicable):
El City Project [N Utility (PUD. GTE, WNG, CABLE, WATER)
E] Other
114SPECTOR: L'J' � 4-L.^
F. Paveme'nt or Concrete Cut: 0 Yes UNo G. Size of Cut: "'Y x H. Chargq_$
APPLICANT TO READ A��o Sll-tGN 7(e.
INDEMNITY. Applicant understands and by his signature to this application, agrees to hold the City ofEdmonds harmless from injuries, damages, or
claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, or any of its departments or
employees, including or not limited to the defense ofany legalproceedings including defense Costs, and attorney fees by reason ofgranting thi8permit.
THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL
INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH
IS COMPLETED BY CI&Y FORCES, AT WHICH TIMEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT.
Construction drawing of proposed work required with permit application.
A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220.
Work and material is to be inspected during progress and at completion.
Restoration is to be in accordance with City Codes.
Street shall be kept clean at all times.
Traffic Control and Public Safety shall be in'accordance with City regulations as required by the City Engineer.
All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day;
NO EXCEPTIONS.
Ihave read the above statements and understand thepermit requirements and thepink copy of thepermit will be
available on site at all ti es for inspection purp S.
Signature: J�� / -�//' / �: � 4 �//�w // Date: 9-6-96
Xdntractor orlAge—nt)
CALL DIAL -A -DIG PRIOR TO BEGINNING WORK
PAR VTTV I TSE ONLY
"PROVED BY:
TIME AUTHORIZED: VOID AFTER DAYS
RIGHT OF WAY DEPOSIT
DISRUPTION FEE/FUND Ill:
SPECIAL CONDITIONS: RESTORATION FEE:
PERMIT -FEE:.,
TOTAL FEE:
COMMENTS: RECEIPT FEE:
DATE; ISSUED BY-r --A e,
NO'WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994
FIELD INSPECTION NOTES
Comments:
Diagram.:
(Fund 111 - Route copy to Street Dept.)
CONTRACTOR CALLED FOR INSPECTION El YES
Partial Work Inspection by P.W.:
Work Disapproved By: Date:
FINAL APPROVAL BY: Date:
El NO
Vifad*1Vw%"
Gw
AWff1wXf10nErX4WC0nV" Addendum to: City of Edmonds
Right Of Way
Permit Application
Submitted by: Mariawne Kingsbury
Engineering Aide
Washington Natural Gas
#356-7500 X7596
Watermain depth
gas main
co V'--j
o
Key:
-W- Water
-G- Gas -
-SS- Sever
-& Water,hydrant
0 Water valve
Washington Natural Gas Company
1122 75th Street S.W., Everett. Washington 9820.3, (206) 355-3331
Wadiboywwwo
AV4tO*Xfi(3n Er*wW COMO" Addendum to: city of Edmonds
Right of Way
Permit Application
Submitted by: Mariamne Kingsbury
Engineering Aide
Washington Natural Gas
#356-7500 X7596
4 -67
727-�
(-0 -C) VIIJ
Key:
-w- Water
Watermain depth -G- Gas
-SS- Sever
-& Vater.hydrant
gas main 0 Water valve
Washington Natural Gas Company
1122 75th Street S.W., Everett. Washington 98203, (206) 355-3331
RECEIVED
MAY 10 19%
PUBLIC DISCLOSURE REQUEST PEWITCOUNER
DATE OF REQUEST:
NAME:
ADDRESS:
— :;��'Zzz—zzcx�
PHONE: Zr --
DOCUMENTS REQUESTED:
(Staff Use Only) (0 - 5 CO IES FREE)
1. Non-profit organization @ .10 per page:
Charge: _ pages @ . 10 per page = $
2. General public @ .25 per page:
Charge: pages@ .25 per page = $
DOCUMENTS PROVIDED:
file: -Old% data%disclosl
TOTAL = S
Date:
Mailed:
Pick
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SS manhole Fd sjrfac SS manholE
!/J,.' punch marK rim 410.7'
--B" onc W 40 8 conc4 408.1
rim 418.9' ctr, 1E 40J . - - - - f - ------
1E W 4140.7' unoerground 0,
E plugged I gas line markings flows Nortn catch basin
Wrains NeW watt�r valve rim 440.2'
fire -njdrant l
SITE BENCHMARK- E" conc N 408.45'
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7: 9itolil
13012EI 2E
31 3 � 341M�,'36
I-JE4 S*,�4 Stc 8, TwP 27 H. H g 4 E. W. M.
Being also a portion of
Loll 145 MEADOWDALE BEACH TRACT Vol 5. Pg.38
NOTES:
Survey perfor med Ly fW-j traverse u��Ing a Topcon G'S 36
ullectronic total, 5tation ;rstrument. Closures exceede� the
minimum r I equirements cis establisied �y NAC 332-130-090
All controlling -corners snc.wn were. visited during
the course cf this sur vey, Liniess snow ri otherwise.
This survey does r;fjt purport to show all
Elh,emerts of rccGrd or.otnerwise.
�-roperty cornL-rc- snown represent ueed locaticns. Owners�iip
lines may bo different. Onvioiju encr,oacnment3, if any, are sho-vin
Ffowuvcr, rO gUar-antee of owner -snip is expr,essed or implied.
Basis of Bearings
F�jrvey'!oll !8, Pg 96-9Z
(t-,�ssumea)
Scale
saft
(7, Set property cor,ner, #b. Ti; CdP frlKd LS i 15656"
Fd controlling nion,ument as aescribea
0 Fd property lirm marker a,. desCribed
Set 2" Sq. stake or, property line
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TIF �. Co p
41�
CITYOF EDMONDS
C STRIUCTION"PERMIT ,'APPLICATION
V� NAME /NAME OF BUSINESS
tNER
uj MA G ADDRESS
3: _ ;" , �,j
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TEI,,,FPj4ONE NUMBER
6boo
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CITY ZIP [TELEPHONE NUMBER
GIL
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sw,
ONE VU
_VATE LICENSE NUMBER EXPIR T ON'DATE
tj VN lio Cap I of or
Leg Description of Property - inclvde al e-agements7
01
fwamt>
�J
Property
Tax Account
Parcel NO.
19NEW
RESIDENTIAL PLUMBING
11 ADDITION
EJ COMMERCIAL MECHANICAL
R E-MODEL
APT. BLDG.
SIGN
REI�AIR
G FENCE
CYIDS.
F] DiZIOLISH
x _FT)
WOODSTOVE SWIM POOL
INSERT HOT TUB/SPA
GARAGE
C WALL/
RETAINING
RENEWAL
ROCKERY
(TYPEffXF USE- BUSINESS
�j 4Lf OR ACT 'ITY) EXPLAIN:
r
NUMBER
OF
NUMBER OF
CRITICAL
STORIES
DWELLING
UNITS
AREAS
NUMBER
DESCRIe-_WOr' '-)BE
DONE (ATTACH PLOT PLAW
_42
ZONE &I, PERMIT Karl
5.5
N UMBER
JOB
ADDRESS _SUITEIAPT
(0 7C) 9
11-�Rj
bU13DIVISION NOU,
_!02
PUBLIC RIGHT OF WAY PER QFPPAI, ATR9FT 0111.4r.
CPApproved
EXISTING —REQUIRED PPD!9A.T!914
91,q permit Required Cl
Is
§!fQe Use P rmit Req'd 13
jq!pection Required '0
loewalk Requ red
PROPOSED
M
METE R,SIZF"
9F FIXTUffES-
PAV REQUIRED
YESX 0
LU
NO
1EMARKS
TPI/4 oe, fU10400 *.S. I law i�wo.
Lcu
4
Z
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E�91NEERING MEMO DATED q5- A[OEDBY
I . SIGN AREA I COMP SEPA REVIEW 7,
ALLOWED ), PROPOSED LETE
A
Wr- 7`A-7*PFVj�S4rM_V11
oja%- Is
ISETBACKS — FEET GE
FRONTSO SIDE "'REAR7, 4 V �-=4
CHECKED BY
TYPE OF CONSTRUCTION CODE
OCCUPANT
ej
GROUP
X _3
SPECIAL INSPE
OCCUPAN T
REQUIRED
LOAD
S
AEtiARKS J'
PROGRESS INSPECTIONS PER LIBC 305
Z
FINAL INSPECTION REOUIRED
1.ew . (,Z2^_
PLAN CHECK FEE
I UILDING
HEAT SOURCE:
GLAZING
PLUMBING
Plan Check,No.
MECHANICAL
This Permit covers work to be done on private property ONLY.
Any construction on the public domain (curbs, sidewplks,
GRADING/FILL
STATE SURCHARGE
driveways, marquees, etc.) will require separate permission.
Pd'ffnit Application: 180 Days
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STO,Tp�#INAGE FEE
"Applicant, on behalf of his or her spouse, heirs, assigns and
ENG. INSPECTION FEE 7
succetisors in interest, agrees to indemnify, defend and hold
j . -harniiiis's 06:�City of Edmonds, Washington, its officials,
E employees, and agents. f rom any li�d an f or damages of
PLAN. CHECK DEPOSIT
�)a�ns
r whatever nature, arising directly ol/indire tly from the issuance
of this permit. Issuance of this �e_rmlh shill/hot be deemed to
modify, waive or reduce any requirement of any city ordinance
nor limit in any way the City's ability to enforce any ordinance
. ; 1.
TOTAL AMOUNT DUE
VIA
FEE
30
V. —
I
/Ili
'
e r
I hereby acknowledge that I have read thisapolicatlon; that the
n for m a'
information given is correct; and that I am the owner, or the duly
ATTENTION
APPLICATION APPROVAL
t h 0 r
authorized agent of the owner. I agree to comply with city and
B_u
Z
THIS PERMIT
st at e I a
slate laws regulating construction; and In doing the work authoriz-
AUTHORIZES
This application is not a permit unt'i'i
ed t h e r a
ed thereby, no'person will be employed in violation of the Labor
ONLY THE
signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa-
WORK NOTED
Deputy; and fees are paid, and receipt is
tion Insurance and RCW 18.27.
INSPEP-.]O)N-
acknowledged in space provided.
R F low OR AGENT) DATE SI NED
DEPARTMENT
/ I", 1
CITY'OF'.
0 NATURE DATE
EDMONDS
TENTION V
T TT
CALL F I OR
INSPECTION
OTE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEE1`4 MADE AND APPROVAL OR
771-0220
ORIGINAL File
A CERTIFICATE OF. OCCUPANCY HAS BEEN GRANTED. UBC
— YELLOW — Inspector
CHAPTER 3.
PINK — Owner GOLD — Assessor
IM
APPROVED BY PLANNING
&I A
arigiral 174t,7 !;f. Sl:v'
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sS maraiok
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::d 5jirf a:t� E:*- -rifr. 4AX 83" rorr W1 40'i:�J_. 8" conc
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StAT 13Y'-OSM bYilNrZKlNU DWI'. ; 3-10-a5 ;11:17AM D&L at W51- 200710221;# 1/ 1
R INIE:D
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MAy 18 1995
ENGINEEHING &Tn Rs E
Lt:
M.S.C.E., M.B.A. GootechnicaVCivil Engineer jc��
7-0: dt-r-( FUA0Mt-',-S VIA rA)( (ZO6) 77j-'0;,;Lj
suiazTeF(-,r \Tv"o 6oRfieE LOT Arrock-clOo
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IS 26 111q?, aeo-(C-CiMcm- AssEssMew7'
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41A;er� PLAM.S. IWO A)SCUSSF4
PLANS kli-r# OWMvp-ligul t4EP- MA kR*,F
Ad,'RFE 7-0 -rme
a y
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15 S 1) A;- JOIL C-V7-1SJA04JAJ&-
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,c-e SOILS - FOUNDADONS SffEDEVELOPMEAff - WSPECTOV # DRAMGE - DESM 2/m"
17814 Oth Ave. N.W. - Seafflo. Warhinglon 98177 - (206) 646-9217
A R- im
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Vik FAIC 6toO
BAKER ENGINEERS STREET FILE EDWIN F. BAKER, P.E.
STRUCTURAL DESIGN
P.O. BOX 1697
LYNNWOOD, WA 98046-1697
March 24, 1995
John P. Gurnee
c/o Phil King Designs
1527 - 150th Street SW
Lynnwood, ka 98037
Subject: Declaration and Statement of Risk
6909 - 174th Street SW
Edmonds, Washington
Job No. 08.95.061
Dear Mr. Gurnee:
11ftogivac
14A Y I / "
ftwcauft
This letter is intended to inform you that we have reviewed the
geotechnical report and have designed the retaining wall of this
structure in accordance with the recommendations of Geotechnical
Assessment, Meadowdale Lot 11, by Dennis M. Bruce, P.E. dated
February 20, 1992.
In our judgment, the retaining wall design prepared by Baker
Engineers conforms to the recommendations in the geotechnical
report.
The risk of damage to the proposed development, or to adjacent
properties, from any soil instability are beyond the scope of
responsibilities of Baker Engineers and must be addressed by the
geotechnical engineer. Because of the unpredictale nature of
soils, owners must assume the responsibility for risks of
building and living in this known hazardous area.
Please call if you have any questions or if we may be of further
service.
Sincerely,
BAKER ENGINEERS
45��
Edwin F. Baker, P.E.
Principal
EFB: mes
F. e -41(*
� -4
VAS
(10
Vd 8898
6628 212TH S.W. - LYNNWOOD, WASHINGTON 98036 . (206) 771-6666
FACSIMILE (206) 771-6558
:�A z
RECEIVED
MAY 2 4 1995
PERMIT COUNTER
FP-6"Vt �;AN MA �,
Q 0�biWcl -ro -jlL
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APPROVF.11 -�A/s 4e:,l ile ja-i(ee.,,6 0,totSTREFT FILF
'go -191-
City of Edmon&
Critical Areas Checklist
The Critical. Areas Checklist contained on and submit it to the City. The City will
this form is to be filled out by any person review the checklist, make a precursory site
preparing a Development Permit visit, and make a determination of the
Application for the City of Edmondsprior subsequent steps necessaryto complete a
to his/her submittal of a development development permit application.
permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available from
observations of the site or data available at
City Hall (Critical Areas inventories, maps,
or soil surveys).
An applicant, or his/her representative,
must fill out the checklist, sign and date it,
With a signed copy of this form, the
applicant should also submit a vicinity map
or plot plan for individual lots of the parcel
with enough detail that City staff can find
and identify the subject parcel(s). In
addition, the applicant shall include
other pertinent information (e.g. site
plan, topography map, etc.) or studies in
conjunction with this Checklist to assist
staff in completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
,�N&)?-
Name
Applicant Representative:
Name
dz- co
Street Address Street Address
MtYI 2AA� ne
apriature I Date
City, State, ZIP Phone
Signature
Date
r P4_,�_lj
�PRQJECT.
REVIEW. CHECKLIST
IFI3bug&-NxA E"
PLAN CHE16k-,
PROJECT ADDRtSi
IPT;DATE.-i-.;
ER.
... .
AME
.. . . . . . . . . . . . . . .
Rn i IT. T;;
M ol A-; M,,O� 'mum"
,.Clal
urainage rianjun-uney
Setback - Top of Bank, -Stream;k,,Water Courses;i.,,.- 5
S e t b a c k,—, . S t o r m D r a I n'U n e.- LVOIOWU� ftft� � M1,
Open -Ditch,-',
Culvert Re�_ulred
Culvert Size
Shoidder DrWnage/Shale Open Runoff
Catch Basin Required
Driveway Slope & Vehicle Access mqh&.ro
Sidewalk Required -00
Curb & Gutter Required
Curb Cut For Driveway Required
Street Paving Reqt;ired
Right -Of -Way Construction Permit Requ
Street Name Sign Required
Other Signing equired 1w10.
Bond Required For Public Improvements *Jo
FEMA Map Check/Water Table
red
Side Sewer AvailabiW
D1
Calculate Sewer Connection Fee If No Ll t
Create Street File
Existing Water Main Size
Water Meter Size
Service Line Size
Water Meter Charge Required 7__
Hydrant Required
W Arnewt 40'. = .1 1.
IN 111�1:12MMMY
EMEMEM
mm'S
MUNN
L .Mn
in =mum
Immsm
&-W A OL "If 574Y
ff�g_W_ A,
Fire Une Charge Required - Sprinkler . . . . . . . . . . .
Street Cut
-77
Miscellaneous
.44
Reviewed By:
FIRE N ENGINEERING PUBLIC WORKS-
L L
50
sivs 501,10- 0 py
RSCI
RN CITY CO
MM GRAPHIC SCALE
BASIS ()F BEARINGS
PL AT FOI�
c1rY OF f-DA4OA1D,5
COI� 06 OF t5VRV&, 5 AIO- Co, W-4
wA L HA F. L L.
mic
jIlMES D. 6AAA1-5N) L5 7. E v 6. �j 5
cz)
/.1 A
T It-] I zl":5
CALC) 1 7z'
7 , lij
ou
s T.
y OF tp TAMI vt:��IAC-11-0
lmo�JDS
OW -..-400 X
IT
le3. 6 (1, -fe. 71'_ 0
--S.\ -- - - — -7--
------- 174 t h ST.
F; 7' /V/ 5 70.31'
J P3, .1 .16
4 4-52' 1.15
A R'�- eD
C0 �J 1,J E L t- S
I A �J Al
c, /4 v A 1. 0 V C H
39
e4, 64
AM
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or 00
16�
44
CITY OF
250 STH AVENUE NORTIL ED 006)
RCW 197-11-970 Determination of Nonsignificance (DNS) Lb I fv#
DETERMINATION OF NONSIGNIFICANCE
Description of proposal: Construction of a new 3,800 square foot single-family residence, requiring
approximately 680 cubic yards of grading. (City of Edmonds Building Perrnit Application # 95-42).
Proponent: John Gurnee
lAcation of proposal, including street address if any: 6909 174th Street SW, Edmonds, Washington
Lead agency: CITY OF EDMONDS
Ile lead agency for this proposal has determined that it does not have a probable significant adverse impact on the
environment An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was
made after review of a completed environmental checklist and other information on file with the lead agency. This
information is available to the public on request.
XX There is no comment period for tl-ds DNS.
This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15
days from the date below. Comments must be submitted by 11995.
Responsible Official: JeffTM S. Wilson
Position/Title: Current Planning Supervisor, Department of Conummity Services - Planning Division
Phone: 771-0220
Address: City of Edmonds, 250 5th Avenue North, Edmonds, WA 98020
Date: Signature:
XX You may appeal this determination to Robert Chave, Planning Manager, at 250 5th Avenue
North, Edmonds, WA 98020, no later than 1995, by filing a written appeal
citing the reasons.
You should be prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the
procedures for SEPA appeals.
XX Posted on 1995 at the Edmonds Public Library, Edmonds Community
Services Building, and the Edmonds Post Office.
XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the
Checklist.
Mailed to the following along with the Environmental Checklist:
XX Department of Ecology
Environmental Review Section
P.O. Box 47703
Olympia, WA 98504-7703
XX John Gurnee
1527 1 50th Street SW
Lynnwood, WA 98037
Attadunents:
Critical Areas Determination # CA-94-23
Environmental Checklist
PC: SEPA Notebook
Robert Chave, Planning Manager
Page 1 of 2
MEMORANDUM
CITY OF EDMONDS
PLANNING DIVISION
250 STH AVENUE NORTH, EDMONDS, WASHINGTON 98020
TO: BUILDING PERNUT PLAN CHECK # 95-31
FROM: I Ann Bullis, Code Enforcement Technician.
DATE: MAY 2,1995
SUBJECT: ENVIRONMENTAL DETERM[INATION FOR CONSTRUCTION OF A NEW
3,800 SQFT. SINGLE FAMILY RESIDENCE, WITH APPROXIMATELY 680
SQFT OF GRADING AT 6909 174TH ST SW, EDMONDS, WASHINGTON.
APPLICANT: JOHN GURNEE
I have had the opportunity to visit the subject site, review the environmental checklist, and Critical
Areas Determination, a copy of which are filed in the official file for this permit.
Based on my review of all available information and adopted policies of the City, I recommend
that a determination of nonsignificance, be issued.
— -------------------------------------- — -- — -- — --
Review by Responsible Official:
Iconcur
I do not concur
Comments:
Jeffrey S. Wilson, AICP Date
Responsible Official
Attachments
pc: . FILE NO. 95-31
Robert Chave, Planning Manager
Page 2 of
(((FILE 0111 EN/(((nATE))).SEPA
PERMIT APPLICATION REQUIREMENTS
To: Applicant
From: Lyle Chrisman, Engineering tfispector
Owner.
Addmss-_&qOq
PlanCheckNo: q�-'31
Date: 31 M A-,e-q 4-
After review of the subject permit application, the following requirements must be met:
1. Construction hours are:
WEEKDAYS — 7:00 AAL-10:00 PALWEEKENDS/HOLIDAYS — 10:00 A.M.-6:00 P.M.
2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 1&60)
3. Trudc haul route plan must be submitted and approved prior to permit issuance.
4. Builder/owner Is responsible for containing all temporary runoff and erosion control on site.
(ECDC 18.30.030d)
5., NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE
FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC
I&30.50G)
6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION.
(ECDC 18.30)
7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN
INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDc 1830)
S. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. I f an intersection is involv4 a handicap ramp
may be requiried. Contractor shall mod with the City Engineering staff to determine the extent of repair prior to issuance of the permit
(ECDC 1&90)
9. Driveway slope shall not exceed 14% with%'a w1uver- Every attempt should be made to keep the slope below 140/e. Waiver granted to
1
(ECDC I&SO.060D) 02k�fo 44WVp-
10. Driveways must be paved from property line to Citk lfi�.HT-OF-WAY. A separate permit is required. (ECDC M80.060C)
11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 1830)
12. No burning of construction refim without a permit fiom the Fire Department.
0. Connection to City water system is required. There Is a separate charge for the water meter.
(ECDC 7.20)
14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20)
15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 18.10)
16. C*MlccttOn 10 the City sanitary system is required. A sVarate
Mmit
LW#1(04-- Fees paid: Yes to" 'No Chazenr17"-11 (ECDC I&IOY
17. Underground wiring is required on all new construction, and for additions, Aterations, and repairs that exceed 50% of the total assessed
value of the structure. (ECDC 1&90)
18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR To THE BUILDING DIVISION GRANTING OCCUPANCY
OF THE BUILDING OR STRUCTURL (ECDC 18.90)
PUflREQRD0T S T R F � E T
STORMWATER DRAMP4E
F, C> rp"
4Y 5- 1995
CALCQLh"Tl couw
-PI41L KINCA 0GSIGNS
-GURNEE REISIOE:Nce:
r
115
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EXPIRE L�_��7
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STRUCTURAL DESIGN
6628 212TH S.W. LYNNWOOD, WA 98036
P-O.BOX 1697 LYNNWOOD, WA 98046-1697
STREET FILE
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TABLE I
RUNOFF FACTORS' FOR STORM'SEIVERS
FLAT ROLLING
0-51 >S%
UNDEVELOPED LAND
Wood & Forest . . . . . . . . . 0.05 0.fo
Sparse Trees & Ground Cover . . . . 0.10 0.15,
Light Grass to Bare -Ground . . . . . . 0.15 0.20
DEVELOPED AREA
Pavement & Roofs
0.90
�-0.90
Gravel Roads Parking L;t;
0.80
City Business
0.85
0.90
Apartment Dwelling Areas
0.80
0.85
Industrial Areas (Heavy)
0.70
0.80
Industrial Areas (Light) . . .
. . . . 0.60
0.70
Earth Shoulder
O.SQ-.
0.50
Playground
0.2S
0.30
Lawns, Meadows Pa s tures,
0.20
0.25,
Parks & Cemetery . . . . . . .
. 0.15
0.20
SINGLE FAMILY RESIDENTIAL.
(Dwelling Unit/Gross Acre).
1.0-1.5 DU/GA . . . 0.30
1.5-3.0 DU/GA . o . . . . . . . . . . . . . 0.35
3.0-3.5. DU/GA . . . . . . . . . . . . . .... 0.40
3.S-4.0 DU/GA'. 0.45
4.0-6.0 DU/GA . 0.50
6.0-9.0 DU/GA . .. . . . . . . . . . . . . . 0.60
9.0-15.0 DU/GA . o 0.70
18
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VELOCITY IN FEET PER SECOND
AVE RAGE VELOCITIES FOR ESTIMATING TRAVEL TIME FOR OVERLAND F LOW
1 ONI �,— r T 10 F F? VIC-
RETENTION/ DETENTION BASIN EQUA-1-10NS
v
10 YEAR DESIGN STORM
�EAR I)Et--I(;N STORF__
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AREA
TM OF OUTLET
P EAK STORAGE MAXIMUM STn�AG�
PEAK STORAGE MAXIMUM �) '
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TIME -(MINUTES) VOLUME (FT3/AC)
%N
TIME (MINUTES) VOLUME (FT AC.
ENTON—
ORIFICE WITH HEAD
1762
T--2! i+
v _70—
s
2820 T
40 QoT
2138
T=-25+
I i F,,8
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1425
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T+25
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3510 T
0
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NOM
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BEND
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3607 T
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4329 T
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Qo
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60 OOT
T+25
Tz-25+ _0
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T+25
SNOQUALMIE
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vs
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40 QOT
T: 5 01:3:
2 5 +f'no:-1
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8020 T
40 001
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6628 212TH. S.W. LYNNWOOD WA DATE:
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BAKER ENGINEERS SUBJECT "AA(wcc- 'Datucw/vy SHEET
STRUCTURAL DESIGN JOB.NO.ok-515-10 BY:k�,-14CHK'D:-
6628 212TH. S.W. LYNNWOOD WA DATE:
P.O. BOX 1697 LYNNWOOD.WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 + --jC -q �,
CITY OF EDMONDS LAURA M. HALL
MAYOR
250 - 5TH AVE. N. - EDMONDS, WA 98020 - (206) 771-0220 FAX (206) 771-0221'
'qq,j � COMMUNITY SERVICES DEPARTMENT
--wmmw-- 4z) Public Works a Planning * Parks and Recreation * Engineering
9 0 19 91
March 31, 1994
S1
John P. Gurnee
Gurnee Company Builders
4320 196th Street Southwest, Suite B332
Lynnwood, Washington 98036
RE: Vacant Lot @ 6909 174th Street Southwest
The City is in receipt of your request dated 3/25/94 for ECDC Chapter 19.05 exemption
for the subject lot. As you know, a previous builder has made application for a permit for
construction of a single family residence and it is my intention to require the same
requirements for construction of your project as follows:
1. A topographic map prepared by a licensed land surveyor that accurately reflects cut
and fill volumes with final grades firmly established. Provisions for fill placement (keying
and benching, minimum fill thickness, temporary and permanent cut and fill slopes) shall
also be shown. The map should include the proposed location of retaining walls (walls
greater than four feet must be designed and stamped by a licensed engineer).
2. The soils re- port on file does not show test pit locations which need to be called out on
a site plan with copies of the exploration logs. This information will demonstrate if fill or
landslide activity has taken place on the site as well as providing an accurate
documentation of site conditions and providing a basis for comparing design information
to actual site conditions.
3. The foundation plan must be designed and stamped by a licensed professional engineer,
recommendations from the soils report and subsequent topographical or geotechnical
information shall be incorporated into the design. This plan shall be reviewed by the
City's consultant and plan check fees shall be equally divided between the City and
applicant.
4. The foundation engineer shall submit a letter of declaration to the City which states
that s/he has reviewed the soils report, understands the recommendations, has -
incorporated them into the design and has established measures to reduce the potential
risk of injury or damage from any earth movement that may have been called out in the
soils report.
* Incorporated August 11, 1890 0
Sister Cities International — Hekinan. Jaoan
Mr. Gurnee
Page Two
March 31, 1994
S. The contractor shall post general contractor's public liability insurance in the amount of
one million dollars and a site restoration bond in an amount to be established by the
Engineering Division to cover potential restoration costs during the construction period
(to be not less than $50,000).
6. The geotechnical engineer shall prepare a shoring plan for the protection of
undeveloped City right-of-way along 174th Street (note this is a 30 foot right-of-way).
Please be advised, other Chapter 19.05 requirements may at any time be imposed if design
or site stabilization concerns are discovered during City review.
If there are any questions please feel free to contact me at 771-0220.
Thank you,
Jeannine L. Graf
Acting Building Official
Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. Civil Engineer
May 4, 1992
City of Edmonds RECEIVED
250 5th Avenue North MAyl 1 1992
Edmonds, WA 98020
Attention: Building official PERMIT COUNTER
Subject: Plan Check #593 @ 6909 174th Street S.W.
- Letter of Declaration
This letter of declaration is in response to the City of
Edmond's April 2, 1992 plan check letter (attached) for this
proposed single family residence.
Soils Report - dated February 20, 1992 by D. Bruce, P.E.
Project plans with soils report recommendations and
foundation designs.
As this engineer performed the site soils investigation and
formulated the recommendations, I do, indeed, understand them and
have formulated them into the foundation. Further, I (the soils
engineer, the foundation engineer, and geotechnical construction
inspection engineer) will observe key construction aspects and make
on -site recommendations to "reduce the potential risk of injury or
damage from earth movement that may have been called out in the
soils report."
It is this engineer's experience with Constantly Building that
they are competent in constructing this project. Further,
Constantly Building has contracted with this engineer for
geotechnical inspection.
If there are any questions, please feel free to call.
Sincerely,
S M.
,qT- WA
10, 4,fl-
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
N��4�,17405,
I EXPIRES 12/23/ 1 A(R S I
DMB: nj t
cc: Constantly Building
GEOTECHNICAL a SITEDEVELOPMENT 9 INSPECTION e FOUNDATIONS 0 DRAINAGE 0 LEGAL
505 N. 169 St. * Seattle, Washington 98133 e (206) 546-9217
G
H A N D TEL NO.742-9556 Feb 09,94 22:40 P'.01
Dennis M, Bruce, RE
M.S.C.F., M.B.A. IvIl Engineor
X'j �� AbO a A tr r- 0
MAR I I 1�.Z
February 2 0* 1992 ftRMIT MOM
Mr. David Rohr
Constantly Building
1836 N.N. 172nd
Seattle, WA 98155
Subject: Geotechnical. Assessment Headowdale Lot
. This engineering report presents the results of a geotachnical
assessment of the proposed isingle family realde'noe lot at 6936
174th Street f;.W., 14oadowdale, Washington. This assessment was
necessitated by developer concerns aa wall &a city of Edmonds
requirements regarding geotechnical viabilit - The lot has never
been developed. The, on -site portions of thfu investigation were
performed by this engineer on Auquet 2? 1991 (visual and hand -tool
touting) and teptember 19, 1991 using a 'Boboat backhoe for four
moil test pits,
I
Proposed. residence plans (nine shoots) by Design Consultants,
Mukilteo, Washington, dated June. 4# 1991.
Survey Plot Plan with contours (attached)
Site Plan (attachod)
Site photographs (attached)
MP-09,HM;
The undeveloped rectangular lot along 174th Street S.W.
contains significant alopinq topography. The western portion of
this approximate 125 foot wide by 65 foot deep lot.io relatively
flat and level with 174th Street S.W. - (photos 01 and 04). The
south central and south eastern portions of the lot contain slopes
at approximately 3 (H) :2 (V) dropping off below the street. These
GIOPOD-Iabeen in ste*pness to the central and northern portions of
the lot (Photos 2 and 3).
The lot is heavily vegetated with graipmer, vines and bushes.
A deciduous tree exists adjacent 174th.atreat S' * 'W. near the eas(tern
portion of the lot. * several mature fir trees bctupk Cho north
eastern area of the lot (Photo 01).
A"G H A N D
TEL NO.742-9556
F-eo 09,94 22:40 R.04-
L�
Mr. David Rohr - Constantly building
Page Two
This investigation utilized
locations shown on figure Ji.
rour baCkhoe test pits at
The soil otratigraphy encountered in all four test pits was
relatively similar. The following representative test pit log
graphically presents the findings:
0
f f
0- Oor Vt6ANICI A 00,Ts , Th op Z
0. LT. 1100. &ANAY EMT V-11e.
siiLTY &AN6. (OC<. goLLO�E,
VERY bENSEr aevy
ko-r-TLE4 8FC1WO &LACIA
To I-L . (HAROPA-v — Reri-
In none of the' four teat pits was any groundwater encountered.
Teat Pit Walls did not slough or cave in,
CONCXAVA19fifi—Aw M ATXONOI
The site is cjeotoohnioally viable for the proposied single
ramily residence subject to the following constraints.
Excavation Cuts nearest 174th Street G.w. be monitored by this
engineer with regard tO soil out performance. contractor must
be prepared to provide - shoring, if required.. anti follow
geotechnical recommendations regarding slope cut angle,
phasing of cuts and concrete retaining wall placemento weather
timing and Glope protection. At this time, a "dry -season"
temporary slope angl9 Cut of 11, is approved, pending
observation. A steeper cut angle or 2(H)t3(V) has been
successfully used on similar coils and My be authorized,
depending on conditions and excavator's expertise.
Road protection - the excavation cuts adjacent 174th Street
6--W,-pose potential hazards to road traffic. Complianco with
City of Edmonds/Meadowdale safety requirements Is essential.
The furnished site and residence plans are S180 XAIIY approved
provided the following occur:
0
. . . . . . . . . ....
Oki I WAN, A. *A
"#I'G HA�ID TEL �10-742-9556
Feb 09,94 22:41 F.Cl-
Mr. David Rohr Constantly nuilding
Page Three
Prigr, to. excavation, specific cut locations are -staked
with depth Of cuts indicated for this engineerfe
assessment
The Found&tion Wall detail .(D rawLng P-i I sheet *5 of . 9) be
changed to the revised design (attached). Thia revised
design requires a larger footing dimension, additional
.reinforcing steel, baokfill sPeOifioations, and drainage
provisions.
The findings of this investigation rQGult in the following
conservative soil parameters:
Dearing pressure = 2,900 p.g.f.
Equivalent,Pluid Pressure 35
Drainage - overall residence drai
n&98 comply %Ath municipal
requirements for Storm Water Detention and Controlled Release.
Fill Material. - the use of on -site material Za* be acceptable
for fill if kept free of debris, and Placed in compacted
structural lifts as directed by this anginoer.
rt Is understood that this lot appears to lie witilin a map . pod
area of environmental sensitivity and/or potential lands I ids/he card
zone. The rolev&"t ftsP80tG Of thGGG categories were Ovaluated in
conjunction with Lthis study. It was concluded, however, that this
lot "speaks for itself" regarding Veotechnical hagardsl_ namely no
regional hazards were evident prooludihg' development. Adjacent
properties have been successfully developed with no negative
effects. The prime areas of concern for this lot Are the slope
excavations and retaining wall construction, as already detailed.
Additionally, this contractor 'constantly Building has
demonstrated suooess in constructing 91oped-loi residenced with
more severe topoigraphy. (Ridhmond HighLI
houses), ands area - two "ravine"
Thus, this site is approved for the proposed single fam Ily
residence subject to the constraints hersint
OEM:
'tindings and recommendations of this report W . ore prepared
ci The
in accordance with generally accepted professional . engineering
principles and practice, No other warranty,' either express or
implied. The conclusions are based on the results of the f iold
exploration and Interpolation of subsurface conditions between
JG HAND
TEL N0.742-9-556
Fe[D 09,94, 22:41 P.04
Mr. Vavid Rohr Constantly building
Page Four
explored locations. If conditions are anQountered during
construction that appear to be different than those described in
this report, this engineer should be notified to observe the
situation and review and verify or modify the recommendations.
if you have any questions, please feel free to call..
sincerely,
VA S11,
Dennis M. Bruce, P.E.
Geotachnical/Civil Engineer
DMB: njt
encla.: Photoo
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Feb 24,94 P.02
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CRALG HA�-ID TEL �10.742-91551-'
Feb )4 .,:14 "�, 1 : *21 c7. R . 0 1
ClTy-OF E-DMQNRS
Th.is is to certify that the properties as -shown on the attached
follows,
See Exhibit "B"
(Exhibit "A") and described as
have been divided under the provisions of the Edmonds Subd'I,vision ordinan" (SeC 20.75) File
0-9 _subject to the following conditions and requirements:
1. Bxlibit C, Hold Harmless.
2. Proposed Subdivision comply with all engineering requirements listed in Exhibit 2 of the
Preliminary Staff Report.
3, Due to the steep topography on Lot 2, no building permit shall I)e issued until all the
requirements of Chapter 19.05 of the ECDC have been addressed.
4. Specific environmental review will be required on Lot 2 as part of the building permit
application.
5. No clearing or grading shall take place on Lot 2 unless authorized by the City of Edmonds in
conjunction with the issuance of a building permit.
we verify that I / we are the legal owner(a) of the property desel'ibed above. I / we warrant
that all representations are true and correct and understand that in the event of any
misrepresentation or failure to comply with the conditions and regulations set forth herein, the
City of Edmonds Shall have the right to declare that subdivisions void find record a statement to
that effect in the Cirantor-Grantee!s Index in theoffice of t.�j Snoboinish County Auditor.
Signe
op�
AUTHORT,','�'�D
FOR RECOF-,D;N.G
(;ITY OF EDMONDS
By
?AG �OF--
STATE OF WASHINGTON)
) 'ss:
COUNTY OF SNOHOMISH)
On this day personally appeared before me
V V -Vto me
known to6e the indlivAZuals �described in and who execut'd the within and foregoing in
and acknowledged that sign the same as free and voluntaty act and
deed, for the uses and purposes ther-mentioned.
Given under my hand and official seal thiQYA�42 day of 19
Notary Public in and r the State of
Washi on railding at
MY commasm EXPIRW 311V
Dennis M.--Bruce,-. P.E. STRAFEET FILF
M.S.C.E., M.B.A. Civil Engineer
17V 3L
WIAR I- i t')4
ptRt
February 29, 1992 � jil CRUNTE&
Mr. David Rohr
Constantly Building
1836 N.E. 172nd
Seattle, WA 98155
Subject: Geotechnical Addendum: Storm Water Detention and Grading
Estimate
This engineering letter supplements the Geotechnical
Assessment report for the proposed building lot at 6980 174th
Street, Meadowdale, Washington.
Calculation of the impervious areas for the single family
residence result in between 3,000 and 3,500 square feet. This
impervious area runoff must be collected, controlled, detained, and
released using a detention pipe and controlled orifice release. An
infiltration system cannot be utilized due to site slopes and soil
types present.
The City of Edmonds Drainage Design Standards (March 1990) are
applicable to this development. A required storage volume of 87
cubic feet could be stored using one of the following: 70 lineal
feet of 15-inch diameter pipe, 49 feet of 18-inch pipe, or 28 feet
of 24-inch pipe. A 3/4-inch orifice in the outlet control catch
basin is required. it is understood that an e;.doting storm water
sewer runs through this lot (as shown).
This storm sewer must be located and verified in terms of
viability prior to connection.
SITE GRADING
. This development requires controlled soil cutting and filling.
Every effort will be made to balance the amount of soil cut and
that required for fill. obviously, unsuitable organic soil will be
hauled offsite, and import gravel is required for geotechnical
purposes.
GEOTECHNICAL * SITEDEVELOPMENT * INSPECTION 9 FOUNDATIONS 0 DRAINAGE 0 LEGAL
505N.169St. * Seattle, Washington 98133 e (206)546-9217
Mr. David Rohr
Page Two
Approximately 200 cubic yards of soil is estimated to be cut,
most of which will be used on site.
If there are any questions, do not hesitate to call.
Sincerely,
M
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
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Dennis M. Bruce, P.E.
M.S.C.E., M.B.A. I Civil Engineer
D
MAR I 115J2
February 20, 1992 pERMIT COUNTER
Mr. David Rohr
Constantly Building
1836 N.E. 172nd
Seattle, WA 98155
Subject: Geotechnical Assessment - Meadowdale Lot
This engineering report presents the results of a geotechnical
a . ssessment of the proposed single family residence lot at 6980
174th Street S.W., Meadowdale, Washington. This assessment was
necessitated by developer concerns as well as City of Edmonds
requirements regarding geotechnical viability. The lot has never
been developed. The on -site portions of this'investigation were
performed by this engineer on August 2, 1991 (visual and hand -tool
testing) and September 19, 1991 using a Bobcat backhoe for four
soil test pits.
REFERENCE:
Proposed residence plans (nine sheets) by Design Consultants,
Mukilteo, Washington, dated June 4, 1991.
Survey Plot Plan with contours (attached)
Site Plan (attached)
Site photographs (attached)
ASSESSMENT:
The undeveloped rectangular lot along 174th Street S.W.
contains significant sloping topography. The western portion of
thi ' s approximate 125 foot wide by 65 foot deep lot is relatively
flat and level with 174th Street S.W. (photos #1 and #4). The
south central and south eastern portions of the lot contain slopes
at approximately 3(H):2(V) dropping off below the street. These
slopes lessen in steepness to the central and northern portions of
-the lot (Photos 2 and 3).
Thelot is heavily vegetated with grasses, vines and. bushes.
A deciduous tree exists adlacent 17-4th Street S.W. near the eastern
portion of the lot. Sev�ral mature fir trees occupy the north
eastern area 'of the lot (Photo #1).
GEOTECHNICAL 9 SITE DEVELOPMENT 0 INSPECTION 9 FOUNDATIONS 0 DRAINAGE * LEGAL
505N.169St. 9 Seattle, Washington 98133 * (206)546-9217
Mr. David Rohr - Constantly Building
Page Two
This investigation utilized four backhoe test pits at
locations shown on figure #1.
The soil stratigraphy encountered in all four test pits was
relatively similar. The following representative test pit log
graphically presents the findings:
0.1 1 - P
— C."51 o P_& AN 1(6 PLOOTS , To -SO(L-
0.57 4- L -r. ;ae tj , 5,4NAY _C11--r 11_/e088LF5
SIL-rY SANA. (oec. 8ouL.,0E.,44)
AOT7LEA SPONIJ &LACIAL
TILL . (14AROPAtJ — R,5-FUsA L-)
In none of the four test pits was any groundwater encountered.
Test pit walls did not slough or cave in.
CONCLUSIONS AND RECOMMENDATIONS:
The site is geotechnically viable for the proposed single
family residence subject to the following constraints.
Excavation cuts nearest 174th Street S.W. be monitored by this
engineer with regard to soil cut performance. Contractor must
be prepared to provide shoring, if required, and follow
geotechnical recommendations regarding slope cut angle,
phasing of cuts and concrete retaining wall placement, weather
timing and slope protection. At this time, a "dry -season"
temporary slope angle cut of 1:1 is approved, pending
observation. A steeper cut angle of 2(H):3(V) has been
successfully used on similar soils and may be authorized,
depending on conditions and excavator's expertise.
Road protection - the excavation cuts adjacent 174th Street
S.W. pose potential hazards to road traffic. Compliance with
City of Edmonds/Meadowdale safety requirements is essential.
The furnished site and residence plans are generally approved
provided the following occur:
�1-
Mr. David Rohr - Constantly Building
Page Three
Prior to excavation, specific cut locations are staked
with depth of cuts indicated for this engineer's
assessment.
The Foundation Wall detail (Drawing F-1, sheet 5 of 9) be
changed to the revised design (attached). This revised
design requires a larger footing dimension, additional
reinforcing steel, backfill specifications, and drainage
provisions.
The findings of this investigation result in the following
conservative soil parameters:
Bearing pressure = 2,000 p.s.f.
Equivalent Fluid Pressure = 35 p.c.f.
Drainage - overall residence drainage comply with municipal
requirements for Storm Water Detention and Controlled Release.
Fill Material - the use of on -site material may be acceptable
for fill if kept free of debris, and placed in compacted
structural lifts as directed by this engineer.
It is understood that this lot appears to lie within a mapped
area of environmental sensitivity and/or potential landslide/ hazard
zone. The relevant aspects of these categories were evaluated in
conjunction with this study. It was concluded, however, that this
lot "speaks for itself" regarding geotechnical hazards, namely no
regional hazards were evident precluding development. Adjacent
properties have been successfully developed with no negative
effects. The prime areas of concern for this lot are the slope
excavations and retaining wall construction, as already detailed.
Additionally, this contractor - Constantly Building - has
demonstrated success in constructing sloped -lot residences with
more severe topography (Richmond Highlands area - two "ravine"
houses).
Thus, this site is approved for the proposed single family
residence subject to tile constraints herein:
CLOSURE:
The findings and recommendations of this report were prepared
in accordance with generally accepted professional engineering
principles and practice. No other warranty, either express or
implied. The conclusions are based on the results of the field
exploration and interpolation of subsurface conditions between
Mr. David Rohr - Constantly Building
Page Four
explored locations. If conditions are encountered during
construction that appear to be different than those described in
this report, this engineer should be notified to observe the
situation and review and verify or modify the recommendations.
If you have any questions, please feel free to call.
sincerely,
Dennis M. Bruce, P.E.
Geotechnical/Civil Engineer
DMB:njt
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