20000073.pdfDATE RECEIVED
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PERMIT EXPIRES
.. PERMIT 2000�7 _y
CITY OF EDMONDS ZONE NUMBER __
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DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS. MARQUEES. ETC.) WILL REQUIRE
SEPARATE PERMISSION,
STATE SURCHARGE
2 MIT APPLICATION� 180 DAYS
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ENG. REVIEW FEES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
SSIGNS AND SUCCSSORS
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ENG. INSPECTION FEE
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ALLCLAIMSFOR AMAGES OF WHATEVER NATURE. ARISING DIRECTLYOR INDIRE TLY
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PROVISION.-
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RECEIPT
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INF RMATION
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THEOWNER I AGREE To COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC
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ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL FILE . YELLOW -INSPECTOR
- GOLD - ASSESSOR
A FINAL
HAS BEEN GRANTED. UBC SECTION 109
FAX
PINK - OWNER
CATE OF OCCUPANCY
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FEDERAL EMERGENCY 14ANAGEMENT AGENCY OW ' S. No. 3067-0077
NATIONAL FLOOD INSURANCE PROGRAM Expires Jyly 31,'�(102
ELEVATION CERTIFICATE
-7.
Important: �Read the instructions on pages. I
--'.SEP:[iO" A PROPERTY OWNER INFORMATION For insurance Company Use:
Policy Number
BUILDING OWNER'S NAME
Michael F Carlson
BUILD NG STREET AD . DRESS (in Omg �p�, —,, Suite, and/or Bldg. No.) OR ROUTE AND BOX NO. Company NAIC Number
c" . .
23811 - 74th AV n ZIPCODE
STATE
CITY WA 98026
Edm nds scription, etc.)
—PR6—PERRESCRIPTIO Lot and Block Numbers, Tax Parcel Number, Legal De
See Att�s-htd
—BUICD-FN5 LITE —(e.g.. ResiTential. Non-residential. Addition, Accessory, etc. use ction If necessary.)
Residenti al
LATA—
UDF
JLONGITUM tv" 1 —1-1 HORIZONTAL DATUM: SOURCE: lCel up. (Type):
tW . 4W _ ##.W or ##.###W) LI NAD 1927 U NAD 1983 USGS Quad Map U Other:-
47*47101"/122*19-54" Edmonds East
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
MUN NAME & COMMUNITY NUMBER J B2. COUNTY NAME B3. SWE
L131. NFIP C Snohomish
City Ed nds 530163
: F I j0OD B(9,.BASE FL00—D-E—LE—VA-TJ0N(-S)--J
INDEX B7 Fit 1 0 Ill B S 0.
rI. AD.
SUMAP AND PAR: 11 -E( use depth of flooding)
B5 SUFFIX Be FIRM :M I ''
DATE EFFECTiVEIR� (Z.
NUMBER 9
5301630005 D 2-19-9 2/1916 A&C T 280 0
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
See Attached Memo
1_1 FIS Profile FIRM _ J-J Community Difiimln6d Other (Describe):
B 11. Indicate the elevation datum used for the BFE in B9: &A NGVD 1929 J_J NAVD 1988 U Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? j_IYes L_jNo
Designation Date:
SECTION C - BU ING ELEVATION IN ORMATION (SURVEY RIEQUIREDI
Con-itn.-cliosl
C, arc 6,csatt jCr,-.S'.rurJO--.DrnwInCt*
*A new Elevation Certificate will be required when construction of the building is complete.
uilding diagram most similar to the building for which this certificate is being Completed - see
C2. Building Diagram Number 8 (Select the b
a sketch or. photograph.)
pages 6 and 7. If no diagram accurately represents the building, provide
C3. Elevations - Zones AI-A30. AE, AH, A (with BFE). VE, V1-V30. V (with BFE), AR, ARIA, AR/AE. AR/Al-A30, AR/AH. AR/AO
Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from
the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion 1
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum convers on.
Datum NGVD ' 29 ConversionlCornments appear on the FIRW
ElevatZ reference mark used Does the elevation reference mark used _JYes _LINO
13 a) Top of bottom floor including basement or enclosure) 287.3 fi.(m) ig
flL(m) mn
0 b) Tcp of next higher floor N/A fL(m)
Cl c) Bottom of lowest horizontal structural member (V zones only) ov
0 d) Attached garage (top of slab) N/A IL(M) E 2
0 a) Lowest elevation of machinery and/or equipment
servicing the building N/A 114m)
ft'(m) gim.
0 9 Lowest adjacent grade (LAG)
El g) Highest adjacent grade (HAG) 289 9 fL(m) 8
• h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 0 :3
• I) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm)
10111 3124101
SECTION U - SURVEYOR, ENGINE FHITECT CERTIFICAT
r1i �eev.bOnn.m.tion.
This certi :..af.;n is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to �;
I cattily that the information in Sections A B, and C an this certificate represents my best efforts to interpret the data available.
ishable by fine or imprisonment unLer 18 U.S. Code, Section 1001�
hglny false statement may be pun L
I understang L DENS. "um"In
CER31FIER'S TAlf 28409
TITLE anie . Moehrke E & Assoc. Inc.
Land Surveyor AramaR�p 10 en
ESS
A—DDR
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SEE REVERSE
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as, copy th�`corresponcling information fr.. Section For rn..,.nee zompany U a"
including Apt.. unit, suite. armor Sidg. No.) OR r.v OUTEANDBOXNO. Polmy-Nurnoof
Avenue W
Edmonds
SEC ION D - SURVEYOR, ENGINEER, OR ARCHIT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company. and (3) building owner.
Ll Check here if
bt:LliluNm-...�..,-.�.----..-......-.........-...--��-- -
7._1 Zone AD and Zone A (without BFE), complete Items El through E3. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR-F, Section C must be completed.
El. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed —
see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.)
E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1_21 fL(m) J_j_jIn.(cm) 12LI above or L-1 below
(check one) the highest adjacent grade.
E3. For Zone AO only: If no flood depth number is available, is the top of the bottom Door elevated in accordance with the community' 5
floodplain management ordinance? 1_1 Yes 1_1 No 1_1 Unknown. The local official must certify this Information In Section G.
SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION
The property owner or,owners authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-Issued or
community -issued BFE) or Zone AD must sign here.
GradY Watson
�-PROPERTY NEWS OR OWNER S AUTHORIZ D REPRESENTATIVE'S ME
7301W8 Hermosa Beach Ro d arysvi e WA 98771
dl�
IVA' 53—r951
A..R Ss
SIGNATURE ATE TELEPHONE
I I Check here if attachments
SECTION G - COMMUNITY INFORMATION (OPTIONAL)
The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can Complete
Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below.
�G1.1 I The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor.
erigineer,�or archifect who is authorized by state or local law to certify elevation Information. (indicate the source and date ofthe
eleva i6ri data In,the Comments area below.)
G2. 1_1 A,66mmunity official completed Section E for a building located in Zone A (without a FEMA-Issued or community -issued BFE) or
G3.1 9
The fdlk�viri` information (items G4-Gg) is provided for community floodplain management purposes.
MITNU�i5l G5. DATE ERMIT ISSUED 5. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY
SUED
i G7. This permit ha ' s i been is.Oed for: L_.� New Construction L-1 Substantial Improvement It(m) Datum:
G8. Elevatiorif cif'.-asbuilt" " (I cluding basement) of the building is:
lowest floor in
Gg. BFE of (in Zon7 �epl�h of flooding at the building site is: fL(m) Datum:
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CIVIL ENGINEERS
aramki 6141 N.E. BOTHELL WAY
PLANNERS
bor&n G KENMORE, WASHINGTON 98028-8942
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LAND SURVEYORS
assoclat� (425) 4�5-97il FAX (425) 485-6795
DATE: August 26, 1999
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RE: Michael E Carlson Residence
23811 — 74' Avenue W.
Edmonds, WA 98026
To Whom it May Concern:
The following is supplemental information for the FEMA ELEVATION CERTIFICATE for
Q it,
the above site.
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Legal description is found on the attached site plan and survey.
Conversion factor from assumed elevations on site plan to NGVD 29 +172.58
Benchmark used is LISC&GS concrete monument 3.5" brass disk set in concrete
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foundation wall near NW'Iy c orner of building at 23423 Highway 99. Elevation = 404.36
MITI,
Item B9: Elevation information was supplied by City of Mountlake Terrace Engineering
In
Department, Mr. Will VanRy.
C:
100 year (I% probable) event elevation = 280.0 (NGVD 29)
Q 0'
Highest observed event (1997) elevation 282.5 (NGVD 29)
4,p
BY: Dan Moehrke, PLS CR 0 0 R�4 d"
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MERIDIAN: PLAT
SURVEY OF,
LOT 1 BLOCK 7. LAKE BALLINGER LAND CO ' S PLAT,
SUBDI;ASIONI N.. 1. ACCORDING TO THE PLAT RECORDED IN
VOLUME 9 OF PLATS, PAGE 57 AND SB, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON;
TOGETHER WITH THAT PORTION OF THE SOUTH 15 FEET OF
VAC TED MCALEER WAY LYING SOUTH OF A LINE WHICH IS
PARALUE TO AND 15 FEET NORTH OF THE SOUT14ERLY LINE
OF SAID MCALEER WAY, SAID LINE BEGINNING AT THE SHORE
OF LAKE BALLINGER AND RUNNING WESTERLY IN A STRAIGHT
UNE UNTIL IT INTERSECTS THE EAST LINE OF BRADLEY ROAD
PRODUCED NORTH IN A STRAIGHT LINE:
TOGE ER NTH SHOSELANDS IN FRONT OF LOT 1. BLOCK 7.
LAKE BALLINGER LAND CO'S PLAT. SUBDIVISION No. 1.
ACC RDING TO THE PLAT RECORDED IN VOLUME 9 OF PLATS.
PAGE 57 AND 58. RECORDS OF SNOHOMISH COUNTY,
ViASH;NGTON;
SUBJECT TO EASEMENTS, CONDITIONS. RESERVATIONS AND
OTHER MATTERS OF RECORD. IF ANY,
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LAND SURVENOR'S NOTM
EQUIPMENT USED: T�CGN GTS 303 ELECTRONIC TOTAL
STATION (15 SECIDAID DIRECT READING ELECTRONIC
THEODOLITE AND INTEGRAL DISTANCE MEASURING METER).
300 FOOT STEEL TAPE N TANCE MEAWRING EQUIPMENT MICRO
HAS BEEN CAUBRATED AT AN USAW BASEUNE ANNUALLY,
R�RVE PR CISION RATIO OF FELD TRAVERSE DATA
MEETS WAG 332-130-090.
INDEXING DATA.
NIN 1/4 OF THE SW 1/4 OF SECTION 32, T. 27 N., R. 4 E., WM.
.T llr RE3.
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SLJE3OIVISION NO'58
VOL. p. 57
UM
1.1 LOT 1 AS 110. ON
PLAT MAP DOES NOT
CLOSE MATHEMATICALLY.
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SET 1/2'1
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RECORDING CERTIFICATE
SURVEYOR'S CERTIFICATE
PREPARED FOR
FILED FOR RECORD THIS —DAY OF_
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME
GRADY WATSON
ki
6141 NE BOTHELL WAY
AT — M. IN BOOK_ OF
OR UNDER MY DIRECUON IN CONFORMANCE WITH THE
REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE
REQUEST OF
7318 HERMOSA BEACH ROAD
KENMORE. WA 98028
TEL: 425-485-9711
AT PAGE AT THE REQUEST OF ABA, INC.
MARYS\ALLE, WA 98271
�AU-1)11�0 BY. DEPUTY AUDITOR
J.Mclos?'oaoosir�
TEL 360-653-4934
DRAWN- CRC
DATE, 6/03 1999
1 PROJECT, 4999
DANIEL MOEHRKE, PILS 28409 DATE
RENUM.ER
I
I CHECKED: TCS/DRM
SCALE: -
—
I SHEET 1 OF I
CIVIL ENGINEERS
aramaki
6141 N,E. BOTHELL WAY
VL'
PLANNERS
borden
KENMORE. WASHINGTON 98028-8942
LAND SURVEYORS
iassociates
(425) 485-9711 FAX (425) 485�6795
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DATE: August 26, 1999
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RE: Michael E Carlson Residence
23811 — 74" Avenue W.
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WA 98026
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Edmonds,
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To Whom It May Concern:
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The following is supplemental information for the FEMA ELEVATION C ERTIFICATE for
10-4
the above site.
C:
Legal description is found on the attached site plan and survey.
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Conversion factor from assumed elevations on site plan to NGVD 29 +172.58
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Benchmark used is U SC&GS concrete monument 3.5" brass disk set in concrete
I i7i,
foundation wall near NW`Iy corner of building at 23423 Highway 99. Elevation 404.36
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Item B9: Elevation information was supplied by City of Mountlake Terrace Engineeing
a
Department. Mr. Will VanRy.
100 year (1% probable) event elevation = 280.0 (NGVD 29)
Highest observed event (1997) elevation 282.5 (NGVD 29)
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BY: Dan Moehrkel PLS
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141 N.E. BOTHELL WAY
CIVIL ENGINEERS 6
PLANNERS &id.'& KENMORE, WASHINGTON 98028-8942
LAND SURVEYORS (425) 485-9711 - FAX (425) 485-6795
Mr' Grady Watson July 29, 1999
7318 Hermosa Beach Road
Marysville, WA 98271
RE: As -built floor elevation
Michael Carlson Residence
23811 — 74' Avenue W.
Edmonds, WA
Dear Mr. Watson:
At your request, we visited the above she on July 19, 1999 to establish the relationship
of the main floor elevation of the house (under construction) to the flood plain elevation
for Lake Ballinger as shown on the site plan you provided (copy enclosed).
The site plan indicated that the flood plain limit is at elevation 112.00 and a "DATUM
P.T." is shown as the top of a sanitary sewer manhole located off -site approximately
midway along the north property line at elevation 111.81. Based upon this information,
we have determined the requested elevations to be as follows:
. Bottom of foundation wall= 114.0
* Top of first level sub -floor = 117.3
The source of the Lake Ballinger flood plain elevation and its limits as shown on the
above referenced site plan has not been identified or verified by ABA.
If you have any questions, please call me at 425-485-9711.
Aramaki, Borden & Assoc. Inc.
BY: Dan Moehrke, PLS
Enclosure as stated.
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CITY COPY MICROFILM,
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FEDERA AGENCY A—kd1n$r1"'d1n$ I -OM.B. M. 3067-0264
DLEMERGE E' T N api-Apd.10, 1998
STANDAR FLOOD"iicaRDGmETTRmINATIC)
ADDRESS
E�A dl, rty) PROPERTY
L 'a"' gMb"' "i'm"Pe"'
1. LENDER NAM DADDRESS 2. COLLATERAL (Building/Mobile Homel/Pers—I Pro
F2225
(Legal Description may be attached)
ag ton may be attached'
L a' as
WilliamJames, Prosic &Associates
a I on
rs
Micbael Carlson
ib el
Way
, Locust
22225 Locust
venue We-
23811 74th, Avenue West
11
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Lynnwood, Wa 98036 Edmonds, Wa 98026
f 980
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Artn.-fim Pyosic
3. LENDER ID. NO. LOAN —IDENTIFIER —1,AM0^UNT1 OF 11110 INSURANCE REQUIRED
SECTION 11,)
MUNITY JURIS_
A. NATIONAL FLOOD INSURANCE PROGRAM (NFIP C DICTIO
—my('��) state NFIP community
NFIP Community Number
Name
7he City ofEdmcndr::1_��Sn,b,-ish wa 530163
Mt.
B, NATIONAL FLOOD INSURANCE PROGRAM NFIP) DATA AFFECTING BUILDINGWOUILE HOME
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NFIP Community NFIFIZ, , Etta Iva/
-omm "'VA
Z)umba' ct LOMAILOMR Flood Zone Map
deDlate
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(Community
2119186 A&C
A
0005D
In 1h,t applyl
F
NSURANCE AVAILABILITY
C.FEDERALFLOODI (C—
NFIP
Federal Flood insurance Is available Regular Program Emergency Program of
(A
Federal Flood Insurance is not available be cause community Is not participating in the NFIP
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Building/Mobile Home Is in a Coastal Barrier Resources Area (CBRA), Federal Flood insurance may not be available.
CBRA designation date
A M.
T —DETERMINATION
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IS BUILDINGIMOBILE HOME IN SPECIAL FLOOD HAZARD AREA
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a call
(ZONES BEGINNING WITH LETTERS "A" 0 R "V")? [DYES []NO
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if yes. flood insurance is required by the Flood Disaster Protection Act of 1973.
If no, flood insurance is not required by the Flood Disaster Protection Act of 1973
E WMENTS (Optional): THIS IS NOTA LIFE-07LOAN �FLOODDETFRMINATION
CO
The subject propertyfalls in zone A wbicb is aflood bazard area due the property abutting
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Lake Ballinger.
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A
RPREPARE INFORMATION
DATE OF L)FTEKMINAIIU
E TELEPHONE NUMBERaf.d- d.. 1—d�)
.F
Cramer Property Services 1218198
3111 Hoyt, Suite I
Everett, Wa 98201
(425) 252-833 5 Qt—i, r—, ...... --a
FEMA Form 81-93, JUN 96
Dennis M. Bruce, P.E.
iTS.C.E., iTB.A. Geotechnical/ Civil Engineer
August 23, 1999
130ILDING
3
Mr. Grady Watson
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7318 Hermosa Beach Road
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Marysville, WA 98271
Subject: Geotechnical Evaluation and Inspections
Carlson Residence
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238111 741h Avenue W, Edmonds, Washington
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This engineering report presents the results of a geotechnical evaluation and
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inspections for the Carlson's residence project at 23811 7401 Avenue W, Edmonds,
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Washington.
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C ity of Edmonds permit number: # 990050
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This engineer provided an on -site geotechnical evaluation of the excavation and
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proposed foundation zone for the Carlson residence at 2381 I 741h Avenue W,
Edmonds, Washington. This evaluation occurred on May 27, 19 99 (see photographs).
verified to be dense, native soils
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All soil cuts were stable. Foundation sub -grade was
with a minimum bearing capacity of 2,000 P.s.f.
CONCLUSIONS / RECOMMENDATIONS:
Based on the findings of this engineer's on -site geotechnical evaluation and
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experience with similar projects in the area, the following are concluded and
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recommended:
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The Carlson residence at 23811 74h Avenue W is geotechnicall
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approved for foundation work.
"OK' to proceed with foundation form work, reinforcing steel, and concrete
placement in accordance with City of Edmond's inspection requirements.
SOILS FOUNDATIONS SITE DEVELOPMENT INSPEC TION DRAINAGE DESIGN a PERMIT' LEGAL
P.O. Box 55502 - Shoreline, Washington 98155 (206) 546-921 7 FAX 546-8442
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS. WA 98020 - (425) 771-0220 FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
z Planning - Building - Engineering
BARBARA FAHEY
MAYOR
August 24,1999
Daniel Moeluke, Land Surveyor
6 141 NE Bothell Way
Kenmore, WA 98028-8942
RE: FEMA Elevation Certificate for the Carlson Residence at 23811 70 Avenue W.
Dear Mr. Moehrke: ,
We are in receipt of your letter to Mr. Grady Watson regarding the "as -built floor
elevation"for the subject project. However, as required by FIEMA and City Code (ECDC
Chapter 19.97), an Elevation Cert�ficate (FEMA Form 81-31) must be completed. Since
mere was apparently some difficulty in obtaining this form, we se"i for ihe forms and
have enclosed one for your use. Please complete and return it to the Building Division
prior to requesting the framing inspec for the subject project.
Thank you,
A&
Ann Bullis
Plan% Exarriner
Cc: Michael Carl -son
Grady Watson
Jerry Saterlie, Building Inspector
- incorporated August 11, 1890
Sister City - Hekinan, Japan
MIT
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDM
ONDS. WA 98020 (425) 771-0220 FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
August 24, 1999
11
Daniel Moehrke, Land Surveyor
Way
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6141 NE Bothell
Kenmore, WA 98028-8942
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RE: FEMA Elevation Certificate for the Carlson Residence at 2381 170 Avenue W.
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Dear Mr. Moehrke:
MV,
We are in receipt of your letter to Mr. Grady Watson regarding the "as -built floor
However, as required by FEM.A and City Code (ECDC
clevation" for the subject project.
Chapter 19.97), an Elevation Certificate (FEMA Fo— 81-31) must be completed. Since
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there was apparently some difficulty in obtaining this form, we sent for the forms and
have enclosed one for your use. Please complete and return it to the Building Division
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prior to requesting the framing ineection for the subject project.
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Thank you,
Ann Bullis
Plans Examiner
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Cc: Michael Carlson
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Grady Watson
Jerry Saterlie, Building Inspector
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Incorporated August 11, 1890
Sister City - Hekinan, Japan
,o
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BARBARA FAHEY
CITY OF EDMONDS
MAYOR
EDMONDS, WA 98020 - (425) 771,0220 FAX (425) 771-0221
121 STH AVENUE NORTH
COMMUNITY SERVICES DEPARTMENT
Public Works - Planning/Building - Paft and Recreation Engineering - Wastewater Treatment Plant
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December 21, 1998
Michael Carlson
1200 112th Ave. NE Suite C#1 65
Bellevue, WA 98004
RE: Plan Review No. 98-363
23811 74P Ave W. Edmonds
Dear Mr. Carlson,
Staff has reviewed your letter dated December 8, 1998, addressed to Jeaninne
Graf, Building Official, regarding the processing of your building permit
application for a new single-family residence. This letter is intended to clarify the
City's regulations pertaining to your property and respond to your concerns
regarding the information which was provided to you through the process.
Specifically, your property is zoned RSW-1 2. Staff has determined that your site
does not meet the definition of a corner lot. Although McAleer Way and 74th
Avenue West are City owned rights -of -way, the definition of street only applies to
74th Avenue West. The portion of McAleer Way adjacent to your property does
not currently serve more than 3 lots in order to be considered a street under the
Edmonds Community Development Code (ECDC). Therefore, the setbacks are
as follows:
North property line: 10 feet rather than 15 feet
South property line: 10 feet
East property line: 115 feet f rom the high watermark of the
delineated wetland
West property line: 15 feet
Section 17.40.020. of the ECDC (see attached) addresses nonconforming
buildings. Your letter refers to an existing, legally nonconforming garage on the
site. Questions were raised asking what can and can not be done to make the
garage match the new house. It is unclear from your letter what "match the new
house" entails. In theory, the existing garage and new house cannot be attached
because it would create a larger nonconforming situation. (The existing garage
can remain as long as no expansion is proposed. Any additions to the garage
e incorporated August 11. 1890
Sister Cities International — Helkinan, Japan
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Carlson Letter
12/21 /98
would have to meet the above setbacks.). Routine maintenance such as paint,
siding, roof material etc. is allowed (Section 17.40.020.D.1.). If damage in an
amount equal to 50% or more of its replacement cost occurs, the building shall
not be reconstructed except in conformance with the provisions of the Edmonds
Community development Code (Section 17.40.020.F).
It is unfortunate that you have incurred additional expense as a result of design
changes to your proposed home. Staff has reviewed your request to obtain a
reduction in the amount of $3500 from the building permit fee. However, City
policy does not grant us the authority to reduce the amount charged when
issuing a building permit. It is your right to file an official claim through the City
Clerks Office to be considered by the City's Insurance provider.
If you have additional questions, feel free to contact me at (425) 771-0220.
Sincerely,
Community Services Depanmrt — Planning Division
Jeffrey S. Wilson A.I.C.P.
Planning Supervisor
Enclosure: ECDC Section 17.40.020
cc: Rob Chave, Planning Manager
Jeannine Graf, Building Official
Plan Review File No. 98-363
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STANDARD DRAINAGEDETENTION SYSTEM
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IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
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CONTROL CATCH BASIN
SYSTEM CROSS SEcTIO�CITY Copy
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FROM CONTROL CD 2'X R'X 3' DEEP:' 314' CRUSHED ROCK k��EXISTING GRADE
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FOOTING DPAINS SHALL NOT BE CONNECTED W DETENTION SYSTEM
NOTES: I?
1. Call Engineering Division (771-0220) for a tightline and detention system iWection
before backfilling and for final inspections. APPROVED BY
2, Responsibility for operation and maintenance of drainage systems on private property is the 11119Lm
responsibility of the property owner. Material accumulated in the storage Pipe must be flushed —
out and removed from the catch basins to allow proper operation. Ile outlet control Orifice DATE
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Mr. Jim Prosic
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Wm. James Prosic & Associates, Inc.
8420 NE 132"' Place
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Kirkland, WA 98034
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Welland Delineation
23811 7e Avenue West, Edmonds, Washington
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Dear Mr. Prosic:
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At your request, Pentec: Environmental, Inc. (Pentec), performed a wetland delineation at
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23811 7e Avenue W in Edmonds on July 6,1998. The site is on the shore of Lake Ballinger. The
methods used to delineate wetlands on the site and the results of the delineation are summarized
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in this report.
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Methods
Routine onsite wetland delineation methods described in the US Army Corps of Engineers
Wetland Delineation Manual (also called the 1987 Manual) were used to determine if
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jurisdictional wetlands exist on the site. Wetlands extending onto adjacent parcels were not
delineated. Delineated wetland boundaries were flagged with sequentially numbered, pink
flagging (e.g., A-1, A-2, A-3 ... A-7).
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Two sample plots were established on the site. One was located in the lak shore vegeta on
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community, which is a narrow band of vegetation approximately 3 to 5 ft wide, and the second, a
maintained lawn, was located approximately 10 ft upslope of th; water's edge.
Delineation Results
The vegetation, soils, and hydrology in the two sample plots are described in the following
sections.
pmocEnvironnn"Mi. Ina 120 ThirdAvenueSOuth. Suite 110 EdMOW&WA 98W- Phone.- (425) 77S46a, Fax: (425) 7706417
Mr. Jim Prosic
July 7,1998
page 2
Lake Shore
The lake shore of the site is characterized by a narrow (3- to 5-ft) band of emergent and scrub -
shrub vegetation. The don-dnant plants in this community are vellow-flag iris (Iris pseudacorus),
common spike sedge (Eleocharis palustris), redtop (Agrostis alba), spirea (Spiraea d=glasii), Sitka
willow (Salix sitchensis), soft rush (Juncus effitsus), and Watson's willow herb (Epilobium watsonii).
Except for redtop (FAQ, these species all have wetland indicator statuses of FACW or OBL.
Other species common in this community but not dominant include birdsfoot-trefoil (Lotus
corniculatus—FAC), curlv dock (Runiex crispus—FAC+), creeping buttercup (Ranunculus repens—
FACW), dagger -leaf rush (Juncus ens�folius—OBL), and common veivet-grass (Holcus lanatus—
FAC). This communitv is clearly composed of hydrophytic: vegetation (100 percent of the
dominants are FAC, FACK or OBL).
Soils in the lake -shore communitv are characteristic of wetland soils. About 9 inches of very
dark brown (10YR 2/2), gravelly sandy loam overlay a greenish -gray (10Y 5/1), gleyed, gravelly
sandy loam. An odor of rotten egg (hydrogen sulfides) was apparent in this soil. Low chroma,
gleying, and hydrogen sulfide odor are all positive indicators of hydric mdneral soils.
Although this lake -shore community was about 1 ft above the lake surface, clear signs of
wetland hydrology were apparent. Soils were saturated at a depth of approximately 8 inches and
standing water was present in the auger hole at a depth of about 12 inches. Saturation and
standing water within 12 inches of the ground surface are positive indicators of wetland
hydrology.
Because all three jurisdictional wetland criteria (hydrophytic vegetation, hydric soils, and
wetland hydrology) were satisfied, the lake -shore community is classified as wetland. This
cornmunity continues off site to the north and south of the investigated property.
Lawn
Upslope and west of the lake shore is a long expanse of lawn. Although dagger -leaf rush and
yellow -flag iris are scattered in the lawn, the don-dnant plants are common velvet -grass, all heal
(Prunella vulgaris—FACU+), English plantain (Plantago lancealata—FAC), common plantain
(Plantago major—FACU+), red fescue (Festuca rubra—FAQ, and colonial bentgrass (Agrostis
capillaris—FAC). The dominant species in this community all have wetland indicator statuses of
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July 7,1998
page 3
FAC or FACU+. If the FAC-neutral test is applied, 100 percent of the dominants are FACU+, and
therefore the vegetation is nonhydrophytic.
Soils in this community have some hydric indicators but appear to be relatively well -drained.
About 8 inches of very dark, gravish-brown (IOYR 3/2), gravelly sandy loam overlay a light
brownish -gray (2.5Y 6/2), gravelly sandy loam. The surface horizon contains a few fine, distinct,
strong brown mottles (73YR 5/6). Fine to medium, distinct, brownish -yellow (10YR 6/8) mottles
are common in the subsurface horizon. Although a chroma of 2 and mottling are positive
indicators of hvdric: soils, soils beneath the lawn near the lake -shore community are more
indicative of transitional conditions and lack the stronger hydric indicators of the iake-shore
community (i.e., gleying and sulfide odors).
Lawn areas are relatively well -drained and lack any positive indicators of wetland hydrology.
Despite recent rainfall over the last 2 days, the soils were not saturated within 12 inches of the
ground surface, and there was no standing water in the auger hole. Wetland hydrology is absent.
Because there is no hydrophytic vegetation or wetland hydrology, the lawn community is
classified as upland.
Regulatory implications
According to the City of Edmonds, Lake Ballinger is a Category 1 wetland, which requires a
100-ft buffer. In addition to the wetland buffer, Chapter 20.15B of the Edmonds Community
Development Code (revised in 1996) stipulates that a 15-ft building setback is required. Using a
fiber -glass tape, the distance to the existing concrete pad on the east side of the existing house
from the wetiand boundary was measured. The distance from the wetland boundary to the
existing concrete pad is 115 ft, which equals the required buffer plus setback required from the
delineated wetland. Provided that all clearing, grading, and construction is outside the buffer
and setback, no significant adverse impacts to the wetland or its functions (which are primarily
limited to shoreline protection and natural biological support) would be anticipated.
Potential impacts to the wetland and its buffer must follow the mitigation sequence specified
in 20,15B.150A of the Edmonds Community Development Code or compensatory mitigation may
be required. You will need to have the delineated wetland boundaries surveyed. Furthermore,
the City of Edmonds may require that the wetland and wetland buffer be placed in a critical areas
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July 7, 1998
page 4
tract and a notice be placed on the property title, as indicated in 20.15B.160 of the Edmonds
Community Development Code.
If you have any questions regarding this delineation, or if Pentec can assist you with
permitting or other aspects of your project, please do not hesitate to call me at (425) 775-4682.
Sincerely
Pentec vironmental, Inc.
Scott A. Luchessa
Wetland Ecologist
SAL/jjk
cc: Jim Craft,
Craft Homes, Inc.
12845 Holmes Point Drive NE
Kirkland, WA 98034
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PilOJECT REVIEW CHECKLIST
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PROJECT NAME:,
PROJECT ADDRESS: CQ—_�B� &f_ Qj RECEIPT DATE.��_10_
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]Setback - Storm Drain Line
1 Open Ditch - Existing
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Size
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Sidewalk Required
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Street Paving Required
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FEMA Map Check/Water Table
Side Sewer Ava
Calculate Sewer Connection Fee If No LID #
Create Street File
Existing Water Main Size
Water Meter Size
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Hydrant Size Existing #17-q
Fire Line Charge Required - Sprinkler
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Reviewed By: qq/ llllflf,�- —
FIRE PLANNING ENGINEERING PUBLIC WORKS
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MEMO TO: PERMIT COORDINATOR, BUILDING DIVISION
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there are no objections from the above signed Department to the granting of:
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GRANT FINAL PROJECT APPROVAL
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RECORD OF INSPECTIONS
INSPECTOR
DATE APPROVED
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SETBACKS .....................
FOUNDATION:
Footing ......................
Wall ..........................
Pledporch .................
Retamirig Wall ...........
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DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING I -Uge- I
A FINAL NSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - INSPECTOR
r;ATE OFIOCCUPANCY HAS BEEN GRANTED. USC SECTION 109 FAX PINK - OWNER GOLD - ASSESSOR
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