20040417.pdfI
DATE RECEIVED,.,
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
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PROPERTY TAX ACCOUNT PARCEL NO.—, 6' cc)
130C41 1
NEW
RESIDENTIAL
ADDITION
COMMERCIAL
REMODEL
MULTIFAMILY
REPAIR
GRADING
CYDS
DEMOLISH
TANK
"�GARAGE
RETAINING WALL
CARPORT
ROCKERY
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN
NUMBER NUMBER OF
OF DWELLING
STORIES UNITS
DESCRIBE WORK TO BE DONE
A-
PLUMBING / MECH
COMPLIANCE OR
CHANGE OF USE
SIGN
FENCE
( X FT)
OTHER
FIRE SPRINKLER
FIRE ALARM
)7z PERMIT EXPIRES
USE PERMIT
ZONE NUMBER 7�
JOB SUITE/APT#
ADDRESS L
PLAI NAMEISUBDIVISION NO 4`1 �(0_3 LID NO.
LID FEE $
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lIU13LIC RIGHT OF WAY PER OFFICIAL STREET MAP Fjw, permit Requ,rod 13
sn,01 Use permit Rect E3
EXISTING PROPOSrD----- inspection Requirad
SnInwalk Required
RFQUIRFD DEDICATION FT Underground
wiring F"'J"i .....
OF FIXTURES PRV REQUIRED
�1/1 11 YES El NO
METER SIZE LINE SIZE
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REMARKS
OWNERICONIRACIOR RESPONSIBIE FOR EROSION CONTROL/DRAINAGE
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JGINEERING REVIEWED BY DATE
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RE REVIEWED BY DATE
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VARIANCE OR CU SHORELINE OR ADB# 1, INSPECTION BOND
[XY REO'D POSTED
I ES [INC) I S —
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE EZT ALLOWED PROPOSED ALLOWED PROPO�YD
EXP I �s
LOT COVERAGE REQUIRED SETBACKS (FT) PROPOSED SETBACKS (FT)
ALLOWED PROPOSED FROI�j SIDE REAR FROPT �R SID5, REAR
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PARKING LOT AREA P ING REVIf.,WED j3Y DATE
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REMARKS
CHECKED BY TYPE OF CONSTR TION COI)r;,__ OCCUPANT.,n
GROUP
CRITICAL 54'" 1 V� I
AREAS C',,N 02.q SPECIAL INSPECTION JAREA OCCUPANT
NUMBER REQUIRED [:] YES LOAD
REMARKS
PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REOID
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AOOr # -30 771
7AT SOURCE GLAZING % LOT SLOPE %
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PLAN CHEU NO: VESTED DATE
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
I= BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
F_
cc PEFIMIT APPLICATION: 180 DAYS
PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
U) *APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
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Uj IN INTEREST. AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
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2 EDMONDS. WASHINGTON, 11S OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALI. CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIHECIIY
x FROM THE ISSUANCE or THIS PERMIT ISSUANCE OF IHIS PERM11 SHALL NOT BE
a DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
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0, NOR LIMIT IN ANY WAY FILIF CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION
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HEREBY ACKNOWLEDGE THAT I Hf�VE READ THIS APPLICATION; THAT THE INFORMATION
G GIVEN I'S CORRECT. AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGEN1 OF
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T THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC
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TION - AND IN DOING 1HE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
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kINV�6LATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING 10
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WORKME N'S C5MC�NSATION INSURANCE AND RCW 10 27. 1
IGNE
SI NAT W _R' 1 0
VALUATION
$ '0!:2 -Q A
Description
Plan Check
Building Permit
Plumbing
Mechanical
Grading
Engr. Review
Engr. Inspection
Fire Review
Fire Inspection
Landscapelnsp-
Recording Fee
CALL
FEE
Description
FEE
State Surcharge
City Surcharge
Base Fee
FOR INSPECTION
(425)
771-0220
ATTENTION I � EXT 1333(
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
09/03 PRESS HARD -YOU ARE MAKING 4 CC
Plan Chk. Deposi� _V�ew'_5
Receipt It " �' _�y6lei
Total Amt. Due 14.0civ, sslc
Receipt #
APPLICATION APPROVAL
1 his application is not a P01111it until signed by the
Building Olficial or his/her Deputy: and Fees are paid, and
receipt is acknowledged in space provided
OFFICIAL S SIGNATURE DATE
IES
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ORIGINAL - FILE YELLOW - INSPECTOR
PINK - OWNER GOLD - ASSESSOR
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Height Calculation Worksheet
Address: tp/ hj
Date: 117-t>�-
hispector(s): vyi,�
1. Datum Point: —nq
2. Datum Point Elevation:
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3. Average Grade: C)
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4.. Maximum Elevation Allowed: 4 (aver-Agd giade) 4" 25 oj
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S. Reference Point Elevation Shot to House:
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(�40Ndatum elevation) + 5—(grade to transit level line'shot to house) 49 00, 0,?
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6. Measurements from line shot onto house to i-dof ridge:'
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7. Actual Elevation: �':)06,9 (reference point elevation) + measuremen ts
from #6)
Conclusion:
—(actual) is greater Kias:�-n (allowed); therefore the house is/
is not over the height requirement per ECDC 16.20.30 requirements
V,
GARY HAAKENSON
CITY OF EDMONDS MAYOR
121 5TH AVENUE NORTH EDMONDS. WA 98020 (425) 771-0220 rAX (425) 771-0221
WebSile: wwaci.edmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building Engineering
October 27th, 2004
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Pacific Emerald Roines 0
Attn:
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PO Box 822
Edmonds, WA 98020
Building Pennit: 2004-0417 M
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Site Address: 1541 1 Oth PIN 0 i�.'
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Expiration Date: 6/1/05 -10.
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The purpose of this letter is to inform You that tile last remaining inspection on your
project is a final inspection(s). The final inspection(s) determines that there are no >
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outstanding life -safety issues and approval allows tile City to close your pen -nit file.
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-nost important inspections n
The City considers the final inspection to be one of the i _4
conducted on a project. In order to grant Final approval the following must be complete: 7-
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smoke detectors, house numbers, guardrails, handrails, self -close doors between garage
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and residence, egress froill. sleeping roorns, safety glazing, weather-stripping, any r-
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Engineering department requirements etc. Of course not all of these things may C Cn
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specifically apply to your project but it does give you an idea about the kinds of things Q 0
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hat do not need to be installed such as:
that must be complete as well as some items t
paint, carpet, moldings, wallpaper, etc. Please be advised permits expire one year frorn X
the date of issuance. If you will need more time to complete the work, permits can be
renewed pHor to expiration for one half fees. If the permit expires without a final z
approval granted by the Building Inspector, full fees are required in order to renew tile
permit. This can be very costly to You and we strongly encourage you to check your 65
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permit expiration date and call for the required final inspection(s). Note: If more than 0
one department is required to final your project, this is noted oil your Job Card.
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Please feel free to contact me at 425-771-0220 if you have any questions.
Sincerely,
Permit Coordinator
incorporated August 11, 1890
Sister Citv - HPIkinan. Janan
wetlale 7�e gomroegj 11fot
9505 19th Avenue S.E.
Delineation / mitigation / Restoration / Habitat Creation / Permit Assistance
Suite 106
Everett, Washington 98208
May 4, 2004 (425) 337-3174
Fax (425) 337-3045
Pacific Emerald Homes Inc.
I V E T,
Sigve Hetteren
PO Box 822
Edmonds, WA 98020 MAY
PERMIT COUNTER
Re: Wetland Reconnaissance Report for 1551 10'�" Place N., Edmonds, WA
Dear Mr. Hetteren:
Wettand Resources, Inc. conducted a wetland reconnaissance on the approximate 0.73-acre
site (Parcel B) located at 1551 1 oth Place N. in the city of Edmonds, Washington. Wettand
conditions were evaluated using the Washington State Department of Ecology )Yetlands
Identification and Delineation Manual March 1997, as required by the City of Edmonds.
The subject I property is i . rregularly shaped'with access from the east via 1 oth P1 N. The site is
undeveloped, surrounded by single-family residences, and is comprised entirety of maintained
lawn with a subtle west aspect. A Category 3 stream flows across the northeastern corner of
this property and off -site to the northwest. This stream is shown as a Type 5 water on the
Snohomish County Water Types Classification maps, and is not mapped as containing fish on the
Snohomish County bull trout or Chinook distribution maps. Given the extent of alteration, the
stream does not appear to be suitable habitat for fish.
The stream flows from east to west through a series of man-made ponds and often landscaped
stream channel. This series of ponds do not.contain wetlands, but comprise the ordinary high
water mark of the Cateaor 3 stream. Category 3 streams in the City of Edmonds typically
�' v' these ponds shall
receive 10-foot prot6ctive,buffers. As portions of the..Category 3 stream,
receive 10-foot buffers.
No wetlands are located on the subject property. Parcel B is comprised of maintained lawn
represented by colonial bentgrass (Agrostis tenuis, Fac), common dandelion (Taraxacum
officinale, FacU), and unidentified mosses. Soils display Munsell colors ranging from dark brown
to dark yellowish brown (10 YR 3/3 to 10 YR 4/4) with textures of sandy loam, from 0 to 18
inches below the surface. Soils were dry to moist during our February site visit.
Use of this report
This Wettand Reconnaissance Report is supplied to Pacific Emerald Homes Inc. as a means of
determining on -site wettand and stream conditions. This report is based largely on readily
observable conditions and, to a lesser extent, on readily ascertainable conditions. No wettand
delineation was conducted. No attempt has been made to determine hidden or concealed
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conditions. Reports may be adversely affected due to the physical condition of the site and the
difficulty of access, which may lead to observation or probing difficulties.
The taws applicable to wetlands are subject to varying interpretations and may be changed at
any time by the courts or legislative bodies. This report is intended to provide information
deemed relevant in the applicant's attempt to comply with the laws now in effect.
The work for this report has conformed to the standard of care employed by wetland
ecologists. No other representation or warranty is made concerning the work or this report and
any implied representation or warranty is disclaimed.
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Wettand Resources, Inc.
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Louis Em enhiser
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ENGINEERING REPORT
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INFILTRATION TRENCH DESIGN
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Lovell-Sauerland & Associates
19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA No. 4630
CITY COPY
ENGINEERING REPORT
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INFILTRATION TRENCH DESIGN
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PERMIT COUNTER
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Lovell-Sauerfand & Associates
19400 33rd AvenUe W. Suite 200
Lynnwood, Washington 98036
LSA No. 46,30
ENGINEERING REPORT
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19400 33rd Avenue W. Suite 200
Lynnwood, Washington 98036
LSA No. 4630
Pacific Emerald Homes
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Place N.
Introduction
This summary report provides site design information for the proposed lot development for
Pacific Emerald Homes. It includes storm drainage(infiltration) and grading analysis to
support to the construction of a single family residence. The property is located at 15xx
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10 Place N. in the southeast 1/4 of Section 13, T 27 N, R 3 E, W.M.
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AppficanVOwner Site Address:
15XX 101h
Pacific Emerald Homes, Inc Place N.
c/o Sigve Helleren Edmonds, WA 98020
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PO Box 822
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Edmonds, WA 98020 Tax Parcel Number- 270313-004-130-00
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(425) 640-6054
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TABLE OF CONTENTS
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A. Project Summary ........................................... 2
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B. Site Plan ................................................. 1
C. Parcel (Vicinity) Map ........................................ 1
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D, Infiltration Sizing Calculations and Guidelines ..................... 3
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E. Percolation Rate Calculations and Map .......................... 2
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F. Soils Map and Description .................................... 2
Lovell- Sauerland and Associates Pacific Emerald Homes
M 10th Place N.
April 2004
LSA No.4630
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Drainage Improvement Design:
A new proposed residence is proposed to be constructed on an existing 12,152 sf lot. The existing
vacant lot is open grass lawn with surrounding landscaping. Fruitdale Creek runs westerly just
north of the site. To mitigate the development of the site, an infiltration system will be installed to
control the drainage runoff from the impervious surfaces. All on -site impervious surfaces are
proposed to be collected and routed to the on -site infiltration system. A 6" overflow pipe will
provide a discharge outlet if the infiltration system reaches capacity (to prevent flooding). Listed
below is a summary of the infiltration trench design.
Infiltration Trench Design:
The on -site infiltration trench is to be constructed per the City of Edmonds' standard practices. The
length of the trench is dependant upon the measured infiltration rate of the native soils and the
collection area conveyed to the individual trench.
SCS soil survey designates the area soils as an Alderwood-Urban land complex (#5- type Q) soil.
SCS defines the Alderwood- Urban land complex as a mixture of multiple types of soils, including
Alderwood, Everett and Norms soils. General soil characteristic can vary greatly due to the
variation of multiple pockets of soil types (see attached description). Two test pits, in the area of
the proposed infiltration trench were explored on -site. The soils found in the pits was medium
sand. Thus, confirming the SCS description of an Everett (#18- type A) soil. Two test pit
percolation trials were completed on the soil to determine the on -site percolation rate (see attached
calculations).
Using the City's design criteria (currently the 1990 King County manual, section 4.5), a required
trench length was computed. A length of 50 feet of 4 feet deep, 4 feet wide trench was determined
to fully infiltrate the 1 00-year design storm (P100). See attached calculations.
Site Area Summa
Total Site Area = 12,152 sf
Proposed Impervious = 6,400 sf
House+garage = 3,500 sf
Driveway = 2,700 sf
Deck, Patio, & Walkway = 200
Lovell-Sauerland and Associates
April 2004
Pacific Emerald Homes
10th Place N.
LSA No.4630
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Grading and Erosion Control:
This project will require grading to raze the existing house and construct the proposed single
family resident development. Standard erosion control measures are proposed to be used
during construction. The primary erosion and sediment control BMP during construction
will be proper soil stabilization methods. Exposed soils shall be stabilized by application of
effective bmp's that protect the soil from the erosive forces of raindrops, flowing water, and
wind. Applicable practices include, but not limited to, temporary and permanent seeding,
sodding, mulching, plastic covering, erosion control fabrics, matting, soil application of Z
polyacrylamide (pam) , the early application of gravel base on areas to be paved, and dust 0
control. The contractor shall select a soil stabilization method best suited for the particular 0
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situation. Stock piles must be stabilized and protected with sediment trapping measures.
In addition, site containment of exposed soils shall be sustained by using silt fence barriers
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along the down -slope boundaries of the site's disturbance areas. See the site development
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plan for details. 0 M
Estimated grading calculations: Minimal project grading is expected due to the relatively
flat site. The following grading quantity estimations were calculated using a computer
modeling program within the AutoCAD computer drawing. The calculations are approximate.
The quantities listed are for the permitting process only and should not be considered
precise amounts for bidding purposes. The estimated grading quantities are:
The following grading quantity estimations were calculated using a TIN -TIN surface area
calculations within the AutoCAD software.
Pacific Emerald Homes - 4630
Site Volume Table: Unadjusted
Site: 4630
Stratum: grading qty eg fg
Cut Fill Net
yards yards yards Method
153 129 24 (C) Composite
153 130 23 (C) End area
Approximate Fill: 200 CY
Approximate Cut: 200 CY
Conclusion: Included in the site development construction plans are specific grading and
drainage improvement notes and details. With proper installation, maintenance and
inspections of the proposed construction the project should have minimal impact to the
surrounding environment.
Lovell-Sauerland and Associates Pacific Emerald Homes
April 2004 N"" 0 10th Place N.
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LSA No.4630
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Site Plan
Lovell-Sauerland and Associates Pacific Emerald Homes
April 2004 loth Place N.
LSA No.4630
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Pacific Emerald Homes
loth Place N.
LSA No.4630
3-05
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INFILTRATION SIZING CALCULATIONS:
TRb-4,nfiltration trench was sized using acceptable City design criteri DOE 2001,
Vol. 5 hapter 7 guidance). Two on -site soil test pits were evalu d to determine
the c esi infiltration rates of the soils on -site (see attached tes it logs). Both test
pits contal d a medium sand. The field tested infiltratio rate was so quick a
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maximu rat for medium sand will be used (20 in/hr). T following calculations
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size the propos infiltration trench.
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Required Trench:
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Trench length 194.4 4 ft. 0
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Lovell- Sauerland and Associates
April 2004
Pacific Emerald Homes
0 =EMU 10th Place N.
iiiz LSA No.4630
Q Lovell-Sauerland and Associates, Inc. Phone 425-775-1591
E 4 a I N E E R 3 1 8 U A V E T 0 A 3 9400 33rd Avenue W Suite 200 Fax 425-672-7998
M M Z Lynnwood, WA 98036 LSAEngineering.corn
RA C: RA IM A KI r% RA
He No. 40o
Date: May 13, 2004
To: Don Fiene, PE
City of Edmonds
From: Robert L. Long, PE
RE: Helleren- 1541 10" Place N, 04-121
Infiltration Trench Sizing Calculations
Per the request of the City, the infiltration trench sizing calculations were revised using City of
Edmonds design criteria (King County). To meet the City's criteria the proposed trench width will
need to be increased from 4 feet to 4.25 feet. The following sizing calculations replace the original
sizing calculations included in the original Engineering Report dated April 2 nd 2004.
The following calculations size the proposed infiltration trench:
Required Trench:
L = [(0.054 x P100 X AR) / (10 x Im)] / (trench surface area)
-L = ? (length of trench)
-P100= 3.0 in (100-year precipitation)
-AR= 6,400 sf (contributing impervious surface area)
-Im = 0.333 in/min (20 in/hr per rate per soils)
-Trench Surface area = 14 ft. (see diagram below)
L = [(0.054 x 3.0 X 6,400) / (10 x 0.333)] (6.25)
L = 49.8
Design Trench Length 50 feet
A 'A
1 + I + 4.25 6.251 SURFACE AREA
FZECEIVED
MAY 13 2004
PERMIT COUNTER
W4SA
38508
04
70irNrAL
EXPIRES 8/17/
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100- Year Peak Flow Calculation:
Impervious Surface 6,400 sf (0.147 ac)
100-Year Precipitation = 3.0 in.
Time of Concentration = 5 min. (conservative assumption)
PACIFIC EMERALD HOM ES
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BASIN SUMMARY
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BASIN ID: D100 NAME: 100-YR DEVELOPED -IMPERVIOUS
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SBUH METHODOLOGY
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TOTALAREA ....... : 0.15Acres BASEFLOWS: 0.00cfs
RAINFALL TYPE .... TYPE1A PERV IMP
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PRECIPITATION .... 3.00inches AREA..: O.00Acres 0.15Acres
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TIME INTERVAL .... 10.00 min CN .... 0.00 98.00
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ABSTRACTION COEFF: 0.20
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PEAK RATE: 0.09 cfs VOL: 0.03 Ac-ft TIME: 480 min
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Lovell-Sauerland and Associates
April 2004
P 1= W-M U
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Pacific Emerald Homes
10th Place N.
LSA No.4630
tXA
Construction Criteria
Excavate infiltration trenches and basins to final urade on1v after
-A
construction has been completed and all upgradient soil has been
stabilized. Initial basin excavation should be conducted to within I -
foot of the final elevation of the basin floor. Anv accumulation of silt
puttina it
in the infiltration facilitv must be removed before in service.
After construction is completed, prevent sediment from entering the
infiltration facility by first conveying the runoff water throu h an
appropriate pretreatment system such as a pre -settling basin, wet pond,
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or sand filter.
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Infiltration facilities should -enerally not be used as temporary
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sediment traps during construction. If an infiltration facility is to be
used as a sediment trap, it must not be excavated to final cyrade until
after the upgradient drainage area has been stabilized.
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Traffic Control - Relatively light -tracked equipment is recommended
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for this operation to avoid cornpaction of the basin floor. The use of
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draalines and trackhoes should be considered for constructinia
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infiltration basins. The infiltration area should be flaaaed or marked to
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keep heavy equipment away.
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Maintenance Criteria
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Provision should be made for regular and perpetual maintenance of the
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infiltration basin/trench, with adequate access. Maintenance should be
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conducted when water remains in the basin or trench for more than 24
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hours. An Operation and Maintenance Plan, approved by the local
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urisdiction, should ensure maintainina the desired infiltration rate.
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Debris/sediment accumu lation- Removal of accumulated debris/sediment
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in the basin/trench should be conducted every 6 months or as needed to
prevent cloa-ing, or when water remains in the pond for geater than 24
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hours at or less than design stonn conditions.
Seepage Analysis and Control Determine whether there would be any
65
adverse effects caused by seepage zones on nearby building foundations,
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basements, roads, parking lots or sloping sites.
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For more detailed infon-nation on maintenance, see Volume V, Section 4.6
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Maintenance Standards for Draina,,e Facilities.
Verification of Performance
During the first 1-2 years of operation verification testing (specified in
SSC_7) is strongly recommended. along with a maintenance program that
results in achieving expected performance levels. Operating and
maintainina -round water monitoring wells (specified in Section 3.3'.6
Site Suitability Criteria) is also strongly encouraged.
3-74
Volume I// — Hydrologic Analysis and Flow Control BMPs August 2001
D-3
PERCOLATION RATE CALCULATIONS:
Two soil investigation test holes were explored in the
area of the proposed infiltration
system.
East Hole (#I):
Soil Log:
0" to 8" Top Soil
8" to 20" Medium Sand, loose, orangish-brown
20" to 48" Medium Sand, loose, greayish -tan, w/ 15%
gravel and cobbles
+8" dia. hole
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48" deep
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Infiltration rate test:
The hole was filled with water. Draw -down was measured as follows:
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Note: Hole only filled to a depth of 20".
Time Depth Draw -down
Rate (in./hr.)
Time 0 2011 -
-
M
0 - 1 min. 23" 3-1
180
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1 - 3 min. 2611 311
90
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3 - 5 min. 2811 211
60
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5 - 7 min. 3011 2"
60
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7 - 10 min. 33". 311
60
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10 - 15 min. 3911 611
72
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15 - 20 min. 4511 611
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22 min. 20 sec. Hole Empty
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Average Rate 68.2 in.1hr. (excluding first 3 min.)
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West Hole (#2):
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Soil Log:
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6" to 24" Medium Sand, loose, orangish-brown
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24" to 48" Medium Sand, loose, greayish-tan, w/ 10% gravel
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+8" dia. hole
48" deep
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Infiltration rate test:
The hole was filled with water. Draw -down was measured as follows:
Note: Hole only filled to a depth of 22".
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Time Depth Draw -down
Rate (in./hr.)
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Time 0 22" -
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0 - 1 min. 26" 411
240
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3 - 5 min. 3211 311
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5 - 7 min. 36" 411
120
7 - 10 min. 4211 6"
120
14 min. 40 sec. Hole Empty
Average Rate 97.7 in.1hr. (excluding first 3 min.)
Minimum allowable Design Infiltration Rate (per
DOE) 20 in1hr.
Pacific Emerald Homes
Lovell- Sauerland and Associates
W-W U
April 2004
10th Place N.
LSA No.4630
40
VA
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12" CONC J-1
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4 1 NW IE=481.444
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Pacific Emerald Homes
Lovell-Sauerland and Associates loth Place N.
April 2004
LsA No.4630
N�7
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44 ".1
Lovell-Sauerland and Associates
April 2004
Soils Map
=NMNU
Pacific Emerald Homes
10th Place N.
LSA No.4630
1�
UNITED STATES DEPARTMENT OF AGRICULTURE,
SOIL CONSERVATION SERVICE
Alderwood - Urban Land Complex, 2 to 8 percent slopes (soil # 5),
This map unit is on till plains. Areas are irregular in shape and are 100 to 1,000 acres in size. The
native vegetation is mainly conifers. Elevation is 50 to 550 feet. The average annual precipitation is
about 40 inches, the average annual air temperature is about 50 degrees F, and the average frost -free
season is 170 to 190 days.
This unit is about 60 percent Alderwood gravelly sandy loam and about 25 percent Urban land. The
components of this unit are so intricately intermingled that it was not practical to map them separately
at the scale used.
Included in ths unit are small areas of McKenna and Norma soils and Terric Medisaprists in
depressional areas and drainageways on plains. Also included are small areas of soils that are very
shallow over a hardpan; small areas of Everett, Indianola, and Ragnar soils on terraces and outwash
plains; and soils that have a stony and bouldery surface layer. Included areas make up about 15
percent of the total acreage.
The Alderwood soil is moderately deep over a hardpan and is moderately well drained. It formed in
glacial till. Typically, the surface layer is very dark grayish brown gravelly sandy loam about 7 inches
thick. The upper part of the subsoil is dark yellowish brown and dark brown very gravelly sandy loam
about 23 inches thick. The lower part is olive brown very gravelly sandyloam about 5 inches thick. A
weakly cemented hardpan is at a depth of about 35 inches. Depth to the hardpan ranges from 20 to
40inches.
Permeability of the Alderwood soil is moderately rapid above the hardpan and very slow through it.
Available water capacity is low. Effective rooting depth is 20 to 40 inches. Runoff is slow, and the
hazard of water erosion is slight. A seasonal perched water table is at a depth of 18 to 36 inches from
January to March.
Urban land is areas that are covered by streets, buildings, parking lots, and other structures that
obscure or alter the soils so that identification is not possible.
The Alderwood soil in this unit is used mainly for parks, building sites, lawns, gardens, and woodland.
The main limitations of the Alderwood soil for homesites and septic tank absorption fields are the depth
to the hardpan and the seasonal perched water table. Onsite waste disposal systems often fail or do
not function properly during periods of high rainfall. Drainage is needed if buildings with basements
and crawl spaces are constructed. Topsoil need to be stockpiled during site preparation and
subsequently used to cover the exposed material. Additions of fertilizer and peat are desirable prior
to seeding grass for lawns.
This map unit is in capability subclass lVe.
Lovell- Sa uerland and Associates Pacific Emerald Homes
April 2004 10th Place N.
. ii, ".6 Z LSA No.4630 F�
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CITY OF EDMONDS CD
DEVELOPMENT SERVICES DEPARTMENT
121 5TH AVENUE NORTH, EDMONDS, NVA 98020 (206)771-0220 M
M
DETERMINATION OF LEGAL NONCONFORIMING LOT
PROPERTY ADDRESS: .1551 10"' Pl. N. and 1541 10"' Pl. N. (vacant ad'acent parcel to tile Ny
TAX ACCOUNT PARCEL NUIMBERS: 2703 130 004 128 00 — Parcel A and 2703 130 041 2M
Parcel B
LEGAL DESCRIPTIONS: Lepal description for Parcel "A" as shown on the man included as
Attachment 6 is provided on Attachment 5. Leaal description lor Parcel "B" as shown on the map
included as Attachment 6 is provided on Attachment 3.
It is hereby determined that pursuant to Chapter 17.40 of' the Edmonds Community Development
Code the property identified above contains a nonconlorming (check only one ot'the lollowing):
USE BUILDING LOT X SIGN
Description of' legal nonconforming lot:
A survevor representing the owners of 1551 10"' Place North made an inquiry to the City to
determine whether the propertv at 1551 10"' Place North, could be considered two legal lots
(Attachment 2). The propertv consists of two parcels. One parcel, described above as parcel "B", is
developed with a sinple-family residence. The other parcel, described above as parcel "A", is
vacant and appears to be substandard according to the development standards of the RS-12 zone
where it is located. (See Attachment 6)
The survevor was able to provide information in the form of deeds that describe the two parcels
and show the transfer of ownership to separate parties (Attachments 3, 4, and 5) as Nvell as an old
survev map that shows the two parcels (Attachment 6). The two parcels as described above were
sold as separate parcels to two separate parties in 1956. At this point, the propertv was within
unincorporated Snohomish County. In Spohomish County, prior to 1972, a formal subdivision
process was not required to create a new lepal lot. T I he deeds and survey indicate that the lots Nvere
legally created and, when annexed to the City of Edmonds in 1958, became nonconforming lots
based on size accordin2 to ECDC 17.40.030.A (Nonconforming lots) (Attachment 7).
The lots are now in mynership by the same person and are thus considered to be combined
according to ECDC 17.40.030 (Nonconforming lots — combination). According to this section, the
lots are deemed to be combined and thereafter mav only be used in accordance with the provisions
of the Development Code unless that property qualifies for an exemption that would allow it to be
considered a separate building lot.
Section 17.40.030.1) (See Attachment 7) provides specific exceptions that, if apply, can be used to
build one single-family dwellinp_ unit on a nonconforming lot or parcel regardless of size. Staff has
determined that the first exception provided in Section 17.40.030.D.1 (Exception for Single Family
Dwelling Units) can be applied to the nonconforming vacant lot. The key element ofthis exception
is that the lot must meet the minimum area requirement provided in this section. in this case the
minimum area is 8,400 square feet. Tiie survey map (Attachment 8) shows -that the vacant lot
pat -eel "A" meets the exception because it is 11,375 square 1eet. An address of' 1541 10"' Place
North, has been-assipned to this vacant iot.
Therel'ore, the determination of the Planning Division is that lots "A" and 1113", as described above,
are not required to be combined and are considered separate buildable lots.
This determination was made based on the information provided above and with the
documentation that is listed as attachments 1 through 8 as listed below.
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This determination is made with th, anderstanding that the status of the parcel i...jy be altered by amendments to tile
Edmonds Community Development Code (ECDC) adopted subsequent to the issuance of the determination and
provided that tile City shall not be liable for damages for its action to amend the ECDC affecting this determination.
This determination shall be null and void if any activity, action, or omission as listed in ECDC Chapter 17.40 occurs
which would terminate the nonconforming status. This includes, but is not limited to, alteration to the nonconforming
use, building, lot or sign not in accordance Nvith the requirements of the Edmonds Community Development Code,
including required approvals and permits.
Li9t Attached Documents:
Attachment 1: Zonin and Vicinitv Map
Attachment 2: December 11, 2002, letter from Jack Siebert, PLS
Attachment 3: Deed conveyinp, parcel "B" from the Mathesons to the Martens, September 1956
Attachment 4: Deed conveying Parcel"B" from the Martens to the Lerdrups, March 1957
Attachment 5: Deed conveyine parcel "A" from the Mathesons to the Lerdrups, October 1957
Attachment 6: Survey Map by Leroy F. Middleton, September 1956
Attachment 7: ECDC 17.40.030 Nonconformin2 Lots
Attachment 8: Survey maii by Tri-County Land Surveyin Comm, dated December 2002
Owner of Record:
(NAME) (SIGNATURE) (DATE RECEIVED)
Issued by: (:?�-t L-z��T= i i j..L� i::7L j,� t__�
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(NAME) (TITLE)
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(SIGT�ATUR-E) (DATE)
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(SIGNATURE) (ATE)
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NOT AUTHORIZED FOR RECORDING
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Zoning and Vicinity MaP
Affachment 1
I
VA
re,
Tri-County
Land Surveying
Company
4610 200th St. S.W. Suite A. Lynnwood, WA 980,30
Phone: 425-776-2926 hx: 425-776-2850
December 11, 2002
Mr. Stephan Bullock, AICP Senior Planner
City of Edmonds
Development Services Department
Planning Division
121-5111 Avenue N.
Edmonds, Washington 98020
Re: Vesta Lerdrup Property at 1551-10" Place N., Edmonds, Washington
Dear Steve: z
Thank you for the opportunity to meet with you at the Development Services counter (11 -
22-02) in regard to the Lerdrup property. I am enclosing copies of the Statutory Warranty
deeds. These deeds disclose that the Lerdrups purchased Parcel B from Otto Marten on
March 11, 1957, Auditor's file Number 1228331. Otto Marten had purchased Parcel B on
September 11, 1956. (Vol. 602, Page 462) records of Snohomish County. The Lerdrups
later purchased Parcel A on October 7, 1957 from James and Doris Matheson, Auditor's
file number 1255641.
I've also enclosed a copy of a survey drawing by Reid Middleton, (September 1956)
showing this property as two parcels as well as a Parcel C. Snohomish County Assessor
has also acknowledged that there are two separate parcels on this property.
Please review this information. I am asking you or the City of Edmonds to also
acknowledge that the Lerdrups do own two separate parcels and that building permits
could be issued on these lots at a later date. They need this in case they should decide to
sell one or both of the parcels. This property was annexed into the city under ordinance
number 718, dated 1958. I'm providing this information at your request.
Thank you for your time and assistance on this matter. Please call me should you need
additional information on this site.
Enclosures
I
Sincerely,
Tri-County Land Surveying Company
�" 4,u�
,lack Siebert, PLS
President
Attachment 2
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Statutory Waffcmty Deed
THE GRANTOR J. Kathesomo alto known -to Jamne
Doris L. "tbesor, Ms
for *nd in comideration Of Tom llullaLrs Lnd other TRI"'(118 Conaideritioum, z
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in hand paid, coir-eys and wartart3 to Jana R, LardrrAp &j:j Ygmts, --I
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17:z�,0-030
ture may overc me such a presumption only
by presentation o substantial and competent
evidence which esta 'shes the legal noncon-
forming nature of' c uilding by clear and
convincing evidence th the structure was
permitted by Snoho i ounty or the city of
Edmonds, wa permitted by such agency and
was in complet ompliance with the applica-
ble provisions of te law and county or city
ordinance, at the da e such construction was
initiated and was c mpleted. [Ord. 3327 § 1,
2000; Ord. 3 - 1, 2000].
17.40-030 Nonconforming lots.
A. Definition. A nonconforming lot is one
which met applicable zoning ordinance stan-
dards as to size, width, depth and other dimen-
sional regulations at the date on which it was
created but which, due to the passage of a zon-
ing ordinance, the amendment thereof or the
annexation of property to the city, no longer
conforms to the current provisions of the zon-
ing ordinance. A lot which was not legally cre-
ated in accordance with the laws of the local
governmental entity in which it was located at
the date of the creation is an illegal lot and will
not be recognized for development.
B. Continuation. A nonconforming lot may
be developed for any use allowed by the zon-
ing district in which it is located, even though
such lot does not meet the size, width, depth
and other dimensional requirements of the dis-
trict, so as long as all other applicable site use
and development standards are met or a vari-
ance from such site use or development stan-
dards has been obtained. In order to be
developed a nonconforming lot must meet
minimum lot size standards established by the
provisions of this code, subject to the provi-
sJons of subsection D of this section.
C. Combination. If, since the date on which
it became nonconforming due to its failure to
meet minimum lot size or width criteria, an
undeveloped nonconforming lot has been in
the same ownership as a contiguous lot or lots,
the nonconforming lot is and shall be deemed
to have been combined with such contiguous
lot or lots to the extent neceSSArV tn rrpatp n
conforming lot and thereafter may only be
used in accordance with the,provisions of the
Edmonds Community Development Code,
except as specifically provided in subsection D
of this section.
D. Exception for Single -Family Dwelling
Units. An applicant may build one single-fam-
ily dwelling unit on a lot or parcel regardless of
the size of the lot or parcel if, but only if, one
of the following exceptions applies:
1. In an RS zone, such nonconforming
lot may be sold or otherwise developed as any
other nonconforming lot pursuant to the fol-
lowing conditions and standards:
-a. The lot area of the nonconforming
lot is not less than the minimum lot area spec-
ified in the table below for the zoning district
in which the subject property is located, and
b. Community facilities, public utili-
ties and roads required to serve the noncon-
forming lot are available concurrently with the
proposed development, and
c. Existing housing stock will not be
destroyed in order to create a new buildable
lot, and
d. The proposed development of the
lot is generally consistent with the character of
the surrounding neighborhood.
Lot Area Table
% Needed for Lot Size Needed
Zone Legal Lot for Legal Lot
(1)
RS-20
60%
12,000
(2)
RS-12
70%
8,400
(3)
RS-8
—6,400
(4)
RS-6
90%
5,400
2. An applicant applies for necessary
permits to construct the unit within five years
to the date the lot or parcel is annexed into the
city and the lot or parcel was lawfully created
under provisions of Snohomish County subdi-
vision and zoning laws as well as the laws of
the state of Washington; or
(Revised 5/01) 17-10.4 Attachment 7
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11
Edmonds Community bevelopment Code
3. An applicant may remodel or rebuild
one residence on a nonconforming lot without
regard to the 50 percent destruction require-
ment of ECDC 17.40.020(F) if a fully com-
pleted building permit is permitted within one
year of the destruction of the residence and all
other development requirements of this code
are complied with; or
4. The lot lines defining the lot or parcel
were recorded in the Snohomish County
recorder's office prior to December 31, 1972,
and the lot or parcel has not at any time been
simultaneously owned by the owner of a con-
tiguous lot or parcel which fronts on the same
access right-of-way subsequent to December
31, 1972, and the lot or parcel has access to an
access right-of-way which meets the minimum
requirements established by this code; or
5. The owner of a lot which was law-
fully created under he Snohomish County
subdivision and zonin, aws and which was
annexed to the city of E onds on or after
I v j
December 16, 1958, may file fully completed
building permit applicati r a development
lot in accordance wit the provisions of this
chapter and develop th lot if a fully completed
building application to velop said lot was
filed with the city on or be e the date.estab-
lished by Ordinance No. 30 . This paragraph
(D)(5) shall suns t e removed from the
code two years aft r the effective date of the
passage of Ordinanc No. 3024 and is intended
to provide a window opportunity for those
persons who comply , ith the provisions of
subsection D of this sect' n but who are barred
due to the passage of . me an equal opportunity
to develop a lot in cordance with the provi-
sions of the code. ( d. 3153 § 1, 1997; Ord
3024 § 1, 1995; Ord. 2936 § 1, 1993; Ord
2292 § 1, 1982].
17.40.040
signs shall be brought into compliance with the
provisions of Chapter 20.60 ECDC under the
following terms and conditions:
A. No nonconforming sign shall be
expanded, extended, rebuilt, reconstructed or
altered in any way, except as otherwise pro
vided in ECDC 17.40.050; provided, however
that tlie following acts are specifically permit-
ted and shall not in and of themselves require
conformance with the provisions of Chapter
20.60 ECDC:
1. Normal maintenance of the sign;
2. A change in the name of the business
designated on the sign; or
3. Any action necessary to preserve the
public safety in the event of damage to the sign
brought about by an accident or an act of God.
B. Any nonconforming sign shall be
brought into immediate compliance with the
code in the event that:
1. An act prohibited by the provisions of
subsection A of this section occurs;
2. The building to which the noncon-
forming sign or signs is appurtenant is remod-
eled or receives an addition equal to 25 percent
0 of the building's value pri . or to the addition or
remodeling-,
3. A change in the use of the building to
(D which the sign is appurtenant or the land upon
which the sign is located occurs; or
4. An application for the erection of a
new sign or signs is made by the owner or les-
see of the business premises to which the sign
is appurtenant.
C. None of the foregoing provisions relat-
ing to permitted maintenance, name change or
preservation of the sign under paragraph A of
this section shall be construed so as to permit
the continuation or preservation of any non-
conforming off -premises sign. [Ord. 3353
§ 10, 2001; Ord. 2429, 1984].
17.40.040 Nonconforming signs.
Nonconforming signs are injurious to the
health, safety and welfare and destructive of
the aesthetic and environmental living condi-
tions which this zoning ordinance is intended
to preserve and enhance. Nonconforming
17-10.5
(Revised 5/01)
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SITE KNCH MAIM DAWM (ASUMCD) IN SEI/4, NEI/4. SECTION 24, T. 27 N..
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MAY 19 2004
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APPROVED FOR CONSTRUCTION
CITY OF EDMONDS
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SITE DEVELOPMENT PLAN
FOR
PACIRC EMERALD HOMES
107H PLACE NORTH
IN SW1/4, SEI/4. SECTION 13, T. 27 N., R. 3 E..
W.M.
CITY OF EDMONDS
SNOHOMISH COUNTY, WASHINGTON
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to ell—Sauerland & Associates, Inc.
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NO EXCISE 7-AX
REOU119PP:n
Filed for Record at the Request Of. RY 1 9 2004
Pacific Emerald Homes, Inc. BOB DANTINI, Snohomi�ll vouilly I(CaSUrg,
P.O. Bok 822
Edmonds, Washington 98020 8y ElQB Q6NTJN-I
CONFORMED COPY
200405190883 3 PGS RECEIVED
05-19-2004 03:14pm $21.00
SNOHOMISH COUNTY, WASHINGTON MAY 2 5 2004
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hiptice of gAgemept
RacWa-EmecW0-tLornv. Inc., a Washington corporation
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Grantee: Pacific Emerald Homes, Inc., a Washington corporation
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Legal Description: In SW1/4, SE 1/4, Section 13, Township 27 North. Range 3 East, W.M.
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Assessors Tax Parcel ID No. 27031300412900 and 27031300413000
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Notice is hereby given that Pacific Emerald Homes, Inc,, a Washington corporation, owner of the following
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described property, situate in the City of Edmonds, County of Snohomish, State of Washington, to wit:
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Parcet A
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That portion of the soLtthwest quarter of the southeast quarter of Section 13, Township
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27 North, Range 3 East W.M., more particularly described as follows:
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Beginning at a point on the north line of said southwest quarter of the southeast quarter
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S 89*50'14" W, 432.14 feet from the northeast corner thereof and the True Point of
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Beginning of thIs description;
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thence-S 38'37'14" W, 131-75 feet;
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thence S 50'58'46" E, 89,36 feet to the centerfineof 1 01h
. .. .. Place North in the Original Plat
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Vorth Edmonds,
thence',N"38'37'14" E, 38.50 feet:
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thence 5 6 1. W46" E, 14.-50 feet;.
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thence N18'37'14" E, 150.32 feet;
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thence'N 67*50'29" W, 121-26 feet;
thence 8 0'34'46" E, 25.00 feet to a point on the north line of the southwest quarter of the
southeast quarter of said Section 13;
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thence S 89'50'14" W, along said line, a distance of 4.32 feet to the True Point of
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Beginning,
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does hereby reserve and convey unto the present and future owneis, their heirs successors and assigns
of the following described property, situate in the City of Edmonds, County of Snohomish, State of
Washington, to wit:
Parcel
Parcel B of City of Edmonds Lot Line Adjustment No. LL-03-1 10, according to the Lot Line
Page 'I of 3
Sent By: HP LaserJet 3100; 4256727998; May-25-04 4:21PM; Page 3
Adjustment recorded September 10, 2003 under Recording No, 200309305005, in
Snohomish County, Washington.
a permanent easement for the Installation, operation and maintenance of storm drainage facilftles, over,
under, across, through and upon that portion of the hereinabove described Parcel A, to wit:
Beginning -at the westerlymost comer of said Parcel A;
thence N 38'34'00" E, along the northwesterly line of said Parcel A, -a fttante of 111.75:
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feet to the True Point of Beginning;
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thencd continuing N 38*34'00" E, a distance of 20.00 fee�,,
thence S 51'26'00" E, a distance of IS. 00 feet
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thence 8 38'34'00" W, a distance of 20.00 feet;
thencd N 51'26'DO" W, a distance of 15.00 feet to the True Point of Beginning.
This instrument shall be a covenant running with the lands hereinabove descdbed and is binding upon the
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owners of such lands, their heirs, successors and assigns, forever.
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IN WITNESS WHEREOF we hereunto set our hands and seals -this day of 2004.
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Pacific Emerald Homes. Inc,, a Washington corporation
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C (D
Leann,fielleren, Vice President
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Page 2 of 3
Sent By: HP LaserJet 3100; 4256727998; May-25-04 4:21PM; Page 4
State of Washington
County of SnGhornish)
I Certify that I know or have satisfactory evidence that Leann Helleren, signed this instrumenk on oath
stated that hd was authorized to execute the instrument and acknowledged it as the Vice President of
Pacific Emerald Homes, Inc., a Washington corporatlon, to be the free and voluntary act of such party for
thd uses and purposes mentioned in the instrumept
Dated
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Notary public in and for thq swite of
Washington, residing a
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My appointment expires,;
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FINAL PROJECT APPROVAL FORM
TO:
DATE:
MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
FROM: FIRE DEPARTMENT DATE
MXASFSWN
j�, .) 4, ENGINEERING DIVISION DATE 21-5-lell-5
J11214- %9�_
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PLEASE SIGN
PLANNING DIVISION DATE
?LEASE SIGN
PROJECT 4i:.
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SITE ADDRESS__Z�-��/DL'�_
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PERMIT #2aa 7 _ADB# DATE INSPECTED 2 Z 0-
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DESCRIPTION OF WORK TO BE INSPECTED
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A field inspection was conducted to determine final compliance with approved plans. Final approval
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denotes that there are no objections from the above signed Department to the release of
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PERFORAL&N CE BQNDS and the granting of
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GRANT FINAL PROJECT APPROVAL
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GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
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FAILED FINAL INSPECTION - OUTSTANDING ISSUES
0 Copy of CORRECTION NOTICE given to owner/contractor by inspector
2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date Si
ocaprv1.doc.1:temp:b1dg:fbm1S 10/0 1
FINAL PR(
MEMO TO: PERMIT COORDINATOR.,
FROM:
PLEASE SIGN
PLCASESIGN
PCI.-ASESIGN
PROJECT 'F
SITE ADDRESS
PERMIT # _ADB
JECT APPROVAL FORM
TO: 51�3
DATE:
3UILDING DIVISION
FIRE- DEPARTMENT DATE
ENGINEERING DIVISION DATE
PLANNING DIVISION DATE-5 s4b
Vftd) �+IITE-�
DATEINSPECTED
DESCRIPTION OF WORK TO BE INSPECTED
A field inspection was conducted to determine compliance with -approved plans. Final approval
denotes that there are no objections from the above signed Department to the release of
PERFORMANCE BONDS and the granting of:
GRANT FINAL PROJECT APPROVAL
GRANT PROJECT APPROVAL WITH CONDITIONS NOTED
0 Copy of CONDITIONS given to owner/contractor by inspector
FAILED FINAL INSPECTION - OUTSTANDING ISSUES
0 Copy of CORRECTION NOTICE given to owner/contractor by inpector
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2.
3.
RE -INSPECTED OUTSTANDING ISSUES - GRANT FINAL PROJECT APPROVAL
Date I Signature
1:ten1p:b1dg:rornis:ocaprv1 3/25/04
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SETBACKS .....................
FOUNDATION:
Footing ......................
Wall..........................
Pier/Porch .................
Retaining Wall ...........
Slab Insulation ..........
PLUMBING:
Underground .............
C� —
Rough -in ...................
Commercial Final ......
HEATING -
Gas Test ....................
Gas Piping .................
Equipment .................
Commercial Final .......
EXTERIOR SHEATHING
NAILING ..........................
FRAMING ........................
FIRST FLOOR FRAMING...
INSULATION ...................
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Floor Insulation .........
Wall Insulation ...........
Ceiling Insulation .......
SHEETROCK NAILING ...
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SPECIAL INSPECTION
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MISCELLANEOUS ..........
FINAL APPROVAL FOR Im _�
OCCUPANUT ..................
Side Sewer If - �6 _>
c-7 TS-_ Receipt It. q
Amout Paid $
Datet%ued— xP' ( res
WaterMeterSize :31;
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Amount
Datepurchnsed�
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ROW41
Amount Paid $ Rece'Pt if--,
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jPqW0#17e0w'
Th , c initials Ware Miltol,
1,1101"Pson, a te"11)01*11"Y contract
illsf)CC(Or for the City.
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