23811 74TH AVE W.PDFIIIIIIIIIIII
5919
23811 74TH AVE W
I
Pentec
ENTAL
July 7, 1998
Mr. Jim Prosic
Wm. James Prosic & Associates, Inc.
8420 NE 132" Place
Kirkland, WA 98034
Wetland Delineation
23811 74"Avenue West, Edmonds, Washington
Dear Mr. Prosic:
At your request, Pentec Environmental, Inc. (Pentec), performed a wetland delineation at
2381174' 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
in this report.
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
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).
Two sample plots were established on the site. One was located in the lake -shore vegetation
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.
Pentec Envimmm7tal. Inc o 120 Third A venue South. Suite 110 - Edmonds� WA 98020 * Phone. (425) 7754682 o Far (425) 778-9417
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 dominant plants in this community are yellow -flag iris (Iris pseudacorus),
common spike sedge (Eleodiaris palustris ' ), redtop (Agrostis alba), spirea (Spiraea douglash), 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
corniculatits--FAC), curiv dock (Rionex cr
ispus—FAC+), creeping buttercup (Ranunculus repens—
FACW), dagger -leaf rush (Juncus ensifolius--OBL), and common velvet -grass (Holcus lanatus—
FAC). This community is cleariv composed of hydrophytic vegetation (100 percent of the
dominants are FAC, FACK or OBL).
Soils in the lake -shore community are characteristic of w efland soils. About 9 inches of very
dark brown (10YR 2/2), gravelly sandy loam overlay a greenish -gray GOY 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 a
re all positive indicators of hydric mineral soils.
Although this lake -shore community was about 1 ft above the lake surface, clear signs of
wetland hydrology were apparent. Soi
I Is 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. Saturati'on 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
community 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 dominant plants are common velvet -grass, all heal
(Prunella vu1garis—FACU+), English plantain (Plantago lanceolata—FAC), common plantain
(Plantago major—FACU+), red fescue (Festuca rubra—FAC), and colonial bentgrass; (Agrostis
capillaris—FAC). The dominant s
pecies in this community all have wetland indicator statuses of
Mr. Jim Prosic
July 7,1998
page 3
FAC or FACU+. If the FAC-neutral test is applied, 100 percent of the dorr-dnants are FACU+, and
therefore the vegetation is nonhydrophytic.
Soils in tWs community have some hvdric indicators but appear to be relatively well -drained.
About 8 inches of very dark, grayish -brown (10YR 3 / 2), gravelly sandy loam overlay a light
brownish -gray (2.5Y 6/2), gravellv sandv loam. The surface horizon contains a few fine, distinct,
strong brown mottles (7.5YR 5/6). Fine to medium, distinct, brownish-vellow (10YR 6/8) mottles
are common in the subsurface horizon. Although a chroma of 2 and mottling are positive
indicators of hydric soils, soils beneath the lawn near the lake -shore communitv are more
indicative of transitional conditions and lack the stronger hydric indicators of the lake -shore
w
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
I
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 I 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 wetland 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 Citv of Edmonds may require that the wetland and wetland buffer be pl
I aced in a critical areas
Mr. Jim Prosic
JuIv 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 vou with
permitting or other aspects of your project, please do not hesitate to call me at (425) 775-4682.
Sincereiv
Pentec Lvirorunental, Inc.
-A st
Scott A. Luchessa
Wetland Ecologist
SAL/jjk
cc: Jixn Craft,
Craft Homes, Inc.
12845 Holmes Point Drive NE
Kirkland, WA 98034
385M 1 %WettandDelEdmonas,coc
FEDERAL EMERGENCY MANAGEMENTAGENG7-- O.M.B. No' 3067�'!077
NATIONAL FLOOD INSURANCE PROGRAM Expires Jyly 31, 2a02
ELEVATION CERTIFICATE
----��irn�6k�nt:,�Read�the-instru'c'tions on pages 1 - 7.
___FF
�FkQP,�Rjy,(?V�.N �IK.IN FORMATION
or lqs4rance Company Use.
_N
BUILDING OWNER'S NAME Policy umber
Michael E. Carlson
BUJIL—DWa ST.RE-E--T,,,,ADQR-ESS-(.,Inplpding-Apt.TUnit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
d STATE
Edmonds WA
ZIP CODE
98026
PROPERTY DESCRIPTI (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
See Attached
BUILDING USE (e.g., Residential, Non-residential, -Addition, Accessory, etc. Use Comments section. if necessary.)
Residential
LATITLIDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I I GPS (Type):
##-##'-##.##" or ##. 0) LI NAD 1927 1 1 NAD 1983 . ITI USGS Quad Map L_I Other:
47.-47'01"/122-19'54" Edmonds East
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER
City of Edmonds 530163
B2. COUNTY NAME
Snohomish
B3. SYZE
134. MAP AND PANEL
B5. SUFFIX
B6. FIRM INDEX
B7. FIRM PANEL
P8. FLOOD
B9. B SE FLOOD ELEVATION(S)
NUMBER
DATE
�
EFFECTIVE/REVISED DATE
ZONE(S)
(Zone AO, use depth offlooding)
5301630005
D
2'19-99'
2/19/86
'A&C
280.0
B10. Indicate the source of the Base Flood Elevation (BFE)*data"br ba�e flobd depth entered in B9.
I I FIS Profile I IRM Nf Other (Describe): See'
J Community e
I 'F" . I . . 6h�in�d *'. r
Attached Memo
BI 1. Indicate the elevation datum used for the BFE in 139: ILA NGVD 1929 I_J NAVD 1988 I_J Other (Describe):
B 12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?
Designation Date:
1_1 Yes 1_1 No
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
-s1rur-on. Dmlwinr:��* Under Ir' ':�nctuction*: 1:1,is!-E�d 1-of��r_-cficn'
C 1, nr:: tasel(' I - I'Cr
*A new Elevation Certificate will be required when construction of the building is complete.
C2. 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 orphotograph.)
C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, ARIAO
Co mplete 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
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD ' 29 Conversion/Comments
Elevation reference mark used US C& G S " Q- 4 0 7 " Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1-11 No
• a) Top of bottom floor (including basement or enclosure) 287.3 ft.(m) -Z�
289.9
• b) Top of next higher floor ft.(m)
• c) Bottom of lowest horizontal structurai-member (V zones only) N/A ft.(m) t
W.
• d) Attached garage (top of slab) NZA ft.(m)
E
.0 e) Lowest elevation of machinery and/or equipment UJ
servicing the building NIA ft.(m)
E
0 0 Lowest adjacent grade (LAG) 287.3 ft. (m) Z� 15 J
0 g) Highest adjacent grade (HAG) 289 9 ftt (m)
0 h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade '0
0 i) Total area of all permanent opening� ��Ioo�vents) in C3h N/A sq. in. (sq. cm)
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICA
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certi7-eTe-v-at—io-n-i-nTorinatio—n.
cer0y that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001'.
CEYIFIER'S TAV LICENSE NUMBER
anie Moehrke 28409
TITLE �QMPJI IIE
Land Surveyor Arama 1,* orden-&,Assoc.---Inc.--
ADDRESS CITY STATE ZIP CODE
FEMA`r&hi'
IMPORTAW;� In these spaces, copy the corresponding information from Section A. For msurance,_-ornpany Use'
BUILDING S—R�EE� ACDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policyf,'Jumber
1 23811 74eh Avenue W
CITY STATE ZIP CODE Company NAIC Number
Edmonds: WA 98026
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUcompany, and (3) building owner.
COMMENTS
I X I Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items Ell 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 I_J__QI ft.(m) 1_1_lin.(cm) ILI above or 1_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 floor elevated in accordance with the community's
floodplain management ordinance? I__J 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 AO must sign here.
Grady Watson
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
7318 Hermosa Beach Road Marysville WA 98271
rj�]* E H S�DE
bo_653—t
SIGNATURE DATE TELEPHONE
COMMENTS
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_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer;,or architect whu is authorized by state or local law to certify elevation information. (Indicate the source and date of the
elevation data i.n.the Comments area below.)
G2. I :,
__I A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or
Zone AO.
G3. I
_I The following information (Items G4-G9) is provided for community floodplain management purposes.
G4. PERMIT NUMBER .: . I G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
_26_?9 I ISSUED
G7. This p6rrrit h Oed,for: New Construction
as een iss _I Substantial Improvement
no'
G8. Elevatio '—flas- l6west floor (including basement) of the building is: ft.(m) Datum:
G5. BFE or (in Zone.Aq) depth of flooding at the building site is: ft.(m) Datum:
TITLE
6,ewv-
COMMUNITY NAME el7y TELEPHONE
2- 0
_�_I_GNATURE DATE
r()MKAF=KJT_-Q LOP I
FEMA F6_riii_81-'31,_APP_?q_,,
1_[Check here if attachments
REPILXCES7ALL PREVIOUS EDITIONS'�
AvzW
NOTES
LEGAL !ESCMPTION
w K—
w fop
4.
_�T SCALE: V-10'
—T �EE
ip
GRAPWC SCALE
a -A— �.I- GAO OF BEAMCS
MIALEER WAy w
mv—
VERTICAL DAIM
X—�
LEGDQ
M.flr. Met
A�PFR%
ED BY PLANN
f
Xl�\
X
C)
NA, 31
, N,
<
0
<
cr AV 00
co
T.4'5'" �.C- 171.31' 211�
w c KOO
I
.71r e/,dFr 41ZO- 9AI0
L C, zve
-i PLAN -%.Mm P"Osi 3wasi-
w
L O&SIDENCP-
L-a V*f 2.
RW.4�= (4= 4" �OF 15
TRIAD ASSOCKI
cc
Lu cc:
10
I
Qj
qq.
Q
um /73/w
sm--
11ZLIMI'm wo
mm am la MED
98-2C
calcr Imm tal
DEPARTMENT OF FISHERIES
HYDRAULI& PROJECT
APPROVAL
R.C.W. 75.20.100
R.C.W. 75-.20.103
May 13, 1997
(applicant should refer to this date in all correspondence)
PAGE 1 OF 2 PAGES
LAST NAME FIRST 18 CONTACT PHONE(S)
9
CONTROL NUMBER
El
Reiter's Marine Construction (206) 778-4938'
00-B7276-01
STREET OR RURAL ROUTE
WRIA
'P.O. Box 2113
08.0049
CITY STATE ZIP
Bothell WA 98041-2113
ff�ATER TRIBUT$RY TO
Lake Ballinger McAieer Creek -
TYPE OF PROJECT
Dock Replacement
13 UARTER SECTION TOWNSHIP RANGE(E-W) COUNTY
SECTION 32 27N 04E Snohdiq-ish
— — — — — — — — — — — — — — — — — — — — — — — — — — — — —
— — — — — — — — — —
TIME"LIMITATIONS:JED
THIS�PROJECT MAY BEGIN
Immediately
AND MUST BE COMPLETED BY
May 24, 1997
THIS APPROVAL IS TO BE AVAILABLE ON�THE JOB SITE AT ALL TIMES AND ITS PROVI S IONS -FOLLOWED BY THE PERMITTEE AND OPERATOR PERFORMING
THE WORK.
SFF IMPORTANT GFNERAL PROVISIONS ON REVERSE SIDF OF APPROVA
1. Work shall be accomplished per plans and specifications entitled
"CAPON,," dated February �9 �997, and submitted to the Washington
Departme.nt of Fish adn wilalife (WDFW), except as modified'by this
Hydraulic Project Approval (HPA). These plans reflect design
criteria.per chapter 220-110 WAC. A copy of these plans shall be
available on -site during construction. .
2. Removal of existing structures shall be accomplished so the
structure and associated*material does not re-enter the stream.
3. All treated wood shall be professionally treated and completely
cured.prior to installation below the ordinary high water line to;
minimize leaching into the water or substrate. T e use of wood
treated.with-creosote or pentachlorophenol is not authorized..
4.. Skirting or other structures shall not be constructed around the
pier.or dock.
5. All work operations shall be conducted in a manner that causes
little or no siltation to adjacent areas.
6. There shall be no destruction, removal or uprooting of aquatic
vegetation with the exception of the physical movement or piles into
the.substrate.
7*. Alteration or disturbance of the.bank and bank vertation shall be
limited to that necessary to construct the projec
SEPA:-. Exempt,- no. other non-exempt permitsreq'uired-
REGIONAL.HABITAT MANAGER - oppermann (425) 379-2309
PATROL Oosterwyk 130.,. [P3]
APPLICANT -- WILDLIFE - READER: -- PATROL -- HAB.. MGR_
DEPARTMENT'OFFISHERIES� DIRECTOR_,,
DEPARTMENT OF FISHERIES
HYDRAULIC PROJECT
APPROVAL
R.C.W.'7 S. 2 0-. 10 0
R.C.W.-75.20.103
r4l May 13, 1997 .... ... . 66W
(applicant should refer to this date in all correspondence)
PAGE LOF 2 PAGES
ffO-]LAST NAME R CONTACT PHONE(S) E CONTROL NUMBER
Reiter's Marine Construction (206) 778-4938 00-B7276-01
EWATERLake Ballinger WRIA 08.0049
8. T h i s HpA 4 3 f
.L or�repair/replacement of the existinzstructure-or
piling only and shall -not result in expansion of he structure.
9. Extreme care shall be taken to ensure that no petroleum,products,
h draulic fluid, fresh cement,. sediments, sediment -laden water
cKemicals, or any other toxic or deleterious materials are all�wed
to enter or leach into the stream,
LOCATION: On the west side of Lake Ballinger at 23811 74th Ave. W..
rh
cc: Clarence Capon, 7410 McAleer Way, Edmonds, WA. 98027
REV 10/16/88
ColvMAUVI�-
A
50.12 -
10.13
2 Bafter Piles Optional
Con oecH c rys
b)(9 01a-p5 �onneL+ed 4v p; I -es LL) i �h
e- C -Iz C-0 nr-,e-C.+e-d -�n Lz,-es Y2_X jq-1 &(-ri 0-IIj e- 7�,a
n3 Cornec:�e-d A-o -54-r-i
& cv-, 1-13 . \-O �V�\ ?-'/�' -*9
Remf-g �
Marine Construction
and Repair,
1-800-352r7664
P.O.BOX2113 BOTHELL WA 98011-2113
N�F- Cictrznce- �.�o-n
ADDRESS: �3811 - 9 4'd]L Na- \� -
PHONE Folr�ionctS C1802AP
LAKE: 'Pnt% i I., nnn r
DATE: �;2 - I I --q rl
DWG NAME: Co�
DRAWN B*t-
REVISIOW
nor
;a
CITY CLERK
CITY OF EDMONDS
121 STH AVENUE NO.
EDMONDS, WA 98020
RECEIVED
.APR 0 8 2003
EDMONDS CITY CLERK
200302130230 1 PG
02-13-2003 12:11pm $19.00
SNOHOMISH COUNTY. WASHINGTON
STATEMENT ON ACCESSORY DWELLING UNITS
GRANTOR: RiCkk&j GRANTEE: �_(JXA n� (!�iryloll
Property Address: Fl�� E ell -1-2ey A
IVA
Edmonds, Washington 0
Legal Description:
Assessor's Parcel Number: /)' 0 e1r Pe 00 7 00/0 0
I have read the requirements for accessory dwelling units contained in Chapter 20.21 of
the Edmonds Community Development Code (ECDC) and understand that an accessory
dwelling unit, including a second kitchen, as defined in ECDC Section 21.05.015 is
prohibited until an Accessory Dwelling Unit Permit is approved.
I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all
the criteria in Chapter 20.21 are met, and all the necessary items are submitted,
including an affidavit of occupancy and C enanj�e riled with the Snohomish
ov
County regarding the regulations !in sed'on esso Dwelling Units.
Property Owner Signature:
Property Owner Name (printed): f\,k t G-v A�_' 75 Akjj scv\j
Date: 0 -,?
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that E�-
signed this instrument and acknowledge it to be his/her free and voluntary act for the uses and
purposes mentioned in this instrumenf.,
Notary's pressure seals must be smudged.
CARLA RAYMOND
NOTARY PUBLIC
STATE OF WASHIWM
r
,OMMIS,3loN EXPIRES
APRiL 13,2003 -
Signature of
Notary Publl'
Residing at:
My Appointment
Expires: /44-/ 3-0-3
THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR.
CONFORMED COPY
200302130230
02/13/2003 12:11 PM Snohomish
CITY CLERK P.0001 RECORDED County
CITY OF EDMONDS
121 STH AVENUE NO.
EDMONDS, WA 98020
STREET FILE
STATEMENT ON ACCESSORY DWELLING UNITS
GRANTOR: GRANTEE: C-(1,4 (4- t�hqyaL
Property Address:
Ail —I*—
Edmonds, Washington
Legal Description:
61 /6 �1- "r, I
AJA I- 'f / S-4 T, r C, 61 "b-
Assessor's Parcel Number: �' ) 0 '�r ye 00 7 001D 0
I have read the requirements for accessory dwelling units contained in Chapter 20.21 of
the Edmonds Community Development Code (ECDC) and understand that an accessory
dwelling unit, including a second kitchen, as defined in ECDC Section 21.05.015 is
prohibited until an Accessory Dwelling Unit Permit is approved.
I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all
the criteria in Chapter 20.21 are met, and all the necessary items are submitted,
including an affidavit of occupancy and a-covenan Ao�e filed with the Snohomish
County regarding the regulations im ed on, cessoty Dwelling Units.
Property Owner Signature:
Property Owner Name (printed): 73 A,-"j sc,,7�j
Date: 0
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that,_ cke AJ
signed this instrument and acknowledge it to be his/her free and voluntary act for the uses and
purposes mentioned in this instrument.,
Notary's pressure seals must be smudged.
CAkLA RAYMOND
NOTARY PUBLIC
STATE OF WASHINGTON
commISSION EXF4R1ES
APRIL 13,2003
Signature of
Notary Publi
Residing at:
My Appointment
Expires:
THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR.
LIM,
STATEMENT ON ACCESSORY DWELLIN(; UNITS
PRANTQR: Ckk e� I r-)e(
GRANW,: L 1-4 nf- Mutu�ck
-V
Property Adoress:
A
Edm
, . onds, W,,aqhi,ngiQn
Assessor's Parcel Nxinjoer: 0 0 -Yr ee 00 7 00,/0 0
I bave.read the requirements for accessory dwelling ucits'coutalued in Chapter 29.21 9f
the EOmquds Community ]Development Code (ECDC) and VaderstasO that an -
accessory
dwelling mpit, toq1u4itig a second kitchen, as defined in ECI?C Sectigo 21.95
.915 is
prohibited 4utill an Accessory Qwelliag Vpit Permit is opproveo.
I a ' lsq vuderstanO that 49 Accessgry Pwelliug Unit Permit capix9t.4e apprqveo j1pless all
the criteria ke 1�,bapter 29.21 are met, ago 411 t
te necessary items are submjtteO.
inc�lqding an affidavit 9f occUpa# a -a-cqve4aq"q�,Pe rilpo with the Snoogmish
CY a"
Cqi;vty regarding the regiglatiops, im, sed 9 i
Pri?perty Owner Siguatgre:
Property Owner Name (printed): IJ SaNi
Vate: 0
STATE OF WASHINGTON
COUNTY OF SNOHOMISH)
I certify that I know orhave satisfactory evidence that
signed this instrument andacknowledge it to be his/her free and voluntary act for ih
6 uses and
purposes mentioned in.this instrument..
NqtAry's pressure seals mi4st be smudged. Dated:
$ignature of 7—
Notary Public:
AYMQND
RLA R
NOTARY PUBLIC
L
W
7 1 " Residing at: z"
STATE OF WASHMIM
SS10 P My Appqintment
COMMISSION.EXPIRES
A IL
PRIL 13,2093 4xpires:
THIS I)OCUMENT MUST BE R9CORDEVVITH THE SNOHOMISH COUNTY AUDITOR.
STREET FILE
PLANNING DATA
I ''
SITE ADDRESS:41aill 7
DATE:
ZONING: —PLAN CHK#: Ct%
PROJECT DESCRIPTION:
CORNERLO (Yes/No) FLAG LOT _(y e*s/No)
SETBACKS:
Required Setbacks;
Front?_'14' Left Side: 10 R 1�g�. 10 Rx,
Actual Setbac4s:,
Front, Left Side: Right Side: /0 Rear:
Street map checked for- additional setback required? Ym-
A6a�� (Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED Ab %',ON(Y/
I T rr)V;=QAr.1=*
Maximum Allowed:— 3 S _/P —Actual:
BUILDING HEIGHT: / I&I
Maximum Allowed: _Zlb —Actual Height:
I A
Datum Poi
A.D.U. CREATED?:
SUBDIVISION:
CRITICAL AREAS
SEPA DETERMINATION:
LOT AREA:* M0,
m Elevation:'11/, 21
JEW11 - ... 0 1 1 1W
egll--
1. W� VA 7THR I VW&WTIM 1. W-0 Z �A
PERMIT EXPIRES
CITY OF EDMONDS
USE
ZONE
PERMIT
4N
NUM6ER 9190050
'CONSTRUCTION PERMIT APPLICATION,,.
N`�
JOB
ADDRESS'
SUITE/APT
A3
M,r f,
OWNER NAME/NAME OF BUSINESS
LEGAL DESCRIPTION CHECK
SUBDIVISION NO.
LID NO.
3S
a . h�
1
0 1A
I C) Q
L>
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TESCP Approved 0
diry ZIP TELEPHONE
EXISTING n h—
lwle,, 1:quim�,,
1^�
PROPOSED
REQUIRED DEDICATION
Sir.., U�: P _ R
Inspection Required
Sidewalk Flequired�et_
NAME
METER SIZE .
LINE SIZE I
NO. OF FIXTURES
PRV REQUIRED'
0
Ind 11."'r L&,;i ac,
#1
-414
YES W NO 0
Z
ADDRESS
cc
REM�R�S
LAI,
i
z
0
44''
z
CITY 111�
TECEPHONE
.4/"-
UJI
>4
0 - t-0
AdiNEtRI;N
�AMEJ
'WVE=ATEO REVIEWEDFRY
Ir
ADNI'ES� f
e?
0
FIRL MEN6 DATED
REVIEWED BY
W
cc
1,-
z
Ciry ZIP
TELEPHONE
cc
LL
Q
Ll
VARIANCE OR CO
ADBO
-SHORELINE #
TTATE LICENSE NUM13ER EXPIAATION DATE
CHECKED BY
IV 1A,
IV 1A
tEPAEVIEW
EfIGN AREA
C MP Ep EXEM PT
ALLOWED PROPOSED
ALLOWED PROPO SED
z
2
LEGAL DESCRIPTION OF PROPERTY - INCLUDE LLEASEMENTS
EXP jj
'LOT
A/
&AIIAGE
REQUIRE6 SETBACKS (FT.)
PROPOSED SETBACKS (FT.)
Cn
ALLOWED POSED
PRO
FRONT SIDE REAR
FRONT URSIDE REAR
uu
PROFERTY TAX ACCOUNT PARCEL NO.
-
z
z
Lu
q, 0
LOT AREA
PLANNING EVIEW B Y D�fE
5
ern
I 11A lw)
NEW
NK RESIDENTIAL
PLUMBING1 MECH
REMAT
t I �1' I
ADDITION
COMMERCIAL
Ei COMPLIANCE OR
CHANGE OF-UsE
_20 Z�
REMODEL
APARTMENT
SIGN
ING
F1 REPAIR GRA FENCE
CYDS X FT)
CHECKED by
TYPE OF CONSTRUCTIOPQ
OC3UPANT
DEMOLISH TAN OTHER
K
1C
GROUP -2)
-U,GARAGE ETAINING WALL E] RENEWAL
SPtb9L IN§PECTOR
REQUIRED
1442
OCCUPAAT
/td* L 0 A D
z
0
CARPOR T ROCKERY
[XE
Y ES
aZA
0 )4?1 _7Are1)4
P
0 US
(TY11E OF USE. BUSINESS OR ACTIVITY) EXPLAIN:
_1&7 q
0.
REMARKS
1J." 1 3-4 Al it 11,
PROGRESS INSP, ECTIdNS PIR UBC 108
z
14-LIMBER I -NUMfTEAOF'. 7
RIT
C INL
OF DWELLING
AREAS
j
M
STORIES UNITS
NUMBER
DESCRIBE WORK TO BE DONE
0-2- a.1, ZS -r
7
t:4
A
>
VALUATION
FEE
_Vj
PLAN CHECK FEE
E UR
61LAZIWG_3�
...7 jr LOT SLOPE %
41
BUILDING
�0
PLW-N-CRECK NO'—
2
VESTED DAre-
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
D
DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE
GRADING/FILL
SEPARATE PERMISSION.
STATE SURCHARG
J,
<
W
CL
PERMIT APPIL ICATION: 180 DAYS
ER
P MITLilM 11�YEAR -PROVIDED WORK IS STARTED WITHINY 180 DAYS
I.S.-fofirtfl-DRAINAGE FEES,.-
U)
T
(n
Uj
. . . -APPLICANT, ON BEHALF OF HIS OR HER"SPOLISE, HEIRS, ASSIGNSAND SUCCESORS
ENG. INSPECTION FEE
IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
(r
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
x
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
a
_j
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT'SHALL,NOT BE
'PLAN CHECK DEPOSIT
01
DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
LF
NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.'
1
TOTAL AMOUNT DUE
—
-z 5 94"),
i
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This
TION: AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
application is not a permit until signed by the
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
Building Official or his/her Deputy: and Fees are paid. and
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
receipt is acknowledged in space provided.
",,I IT
RE I(
DAT�E IGNE
(425)
OF�Flll SIG RE DATV
�V-
A�
771-0220
A
-v
6ELEi SE,
V
BY
7DATE
AT'TNTION__
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
ORIGINAL - FILE YELLOW - INSPECTOR
PINK - OWNER GOLD - ASSESSOR
5/98
C.
CITY OF EDMONDS BARBARA FAHEY
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR
COMMUNITY SERVICES DEPARTMENT
Public Works * Planning/Building 9 Parks and Recreation a Engineering - Wastewater Treatment Plant
December 21, 1998
Michael Carlson
1200112 th Ave. NE Suite C#1 65
Bellevue, WA 98004
RE: Plan Review No.4987=53'6_3_:�"
23811 74 1h Ave W. Edmonds
Dear Mr. Carlson,
ouqnize
IJEC
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 74 th
Avenue West are City owned rights -of -way, the definition of street only applies to
74 th 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 from the high watermark of the
delineated wetland
0 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
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
Page 2
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 17.40.0201).
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 Duepartm t — Planning Division
'c
Jeff reyy S.. Wilson A.I. P.
Planning Supervisor
Enclosure: ECDC Section 17.40.020
cc: Rob Chave, Planning Manager
Jeannine Graf, Building Official
Plan Review File No. 98-363
I
0 25 50 75
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
MERIDIAN: PLAT
SURVEY OF:
LOT 1. BLOCK 7. LAKE BALLINGER LAND CO'S PLAT,
SUBDIVISION No. 1, ACCORDING TO THE PLAT RECORDED IN
VOLUME 9 OF PLATS, PAGE 57 AND 58, RECORDS OF
SNOHOMISH COUNTY, WASHINGTON:
TOGETHER NTH THAT PORTION OF THE SOUTH 15 FEET OF
VACATED MCALEER WAY LYING SOUTH OF A LINE WHICH IS
PARALLEL TO AND 15 FEET NORTH OF THE SOUTHERLY LINE
OF SAID MCALEER WAY, SAID LINE BEGINNING AT THE SHORE
OF LAKE BALLINGER AND RUNNING WESTERLY IN A STRAIGHT
LINE UNTIL IT INTERSECTS THE EAST LINE OF BRADLEY ROAD
PRODUCED NORTH IN A STRAIGHT LINE;
TOGETHER WITH SHORELANDS IN FRONT OF LOT 1, BLOCK 7,
LAKE BALLINGER LAND CO'S, PLAT. SUBDIVISION No. 1,
ACCORDING TO THE PLAT RECORDED IN VOLUME 9 OF PLATS,
PAGE 57 AND 58, RECORDS OF SNOHOMISH COUNTY,
SUBJECT TO EASEMENTS, CONDITIONS, RESERVATIONS AND
OTHER MATTERS OF RECORD, IF ANY. -
NOTE: GUY —ANCHOR ENCROACHES
±1' ONTO PROPERTY
OEN
0
0
SEAL
C-409
1977
'�o
4814ING
LAND SURVEYOWS NOTES:
EQUIPMENT USED: TOPCON GTS 303 ELECTRONIC TOTAL
STATION (6 SECOND DIRECT READING ELECTRONIC
D. ZCT
Tr RLE
THEODOUTE AND INTEGRAL DISTANCE MEASURING METER),
.;�f ! , .
300 FOOT STEEL TAPE. DISTANCE MEASURING EOUIPMENT
,
HAS BEEN CALIBRATED AT AN LSAW BASELINE ANNUALLY.
RELATIVE PRECISION RATIO OF FIELD TRAVERSE DATA
MEETS WAC 332-130-090.
25'
20'
FOUND CONIC. MON.
VATH 1-5/8-0 BRASS
DISK AND PUNCH IN
CAM (IO/GS/1998)
1F
0
FOUND CONC. MON.
WITH 1-5/8-0 BRASS
DISK AND PUNCH IN
CASE (5/21/1999)
'K,
43
K
L- In
k
5-2i
20'
�K
I
.Q
s
I 21'N
["7
20.D4'
20'
INDEXING DATA.
�NW 1/4 OF THE SW 1/4 OF SECTION 32, T. 27 N., R. 4 E.. WIVI.
RECORDING CERTIFICATE SURVEYOR'S CERTIFICA�E
FILED FOR RECORD THIS_ DAY OF_
AT M, IN BOOK OF
AT PAGE —. AT THE REQUEST OF ABA, INC.
BY -
AUDITOR DEPUTY AUDITOR
FILE NUMBER: lCMq08?l0B040tEE;
SET 1/2-0 REBAR
AND CAP #28409
(5/21/1999)
N
17100,
CA----LL — (170.16' pLAT)
AfCALEER W-4 e
Nsyu-00.w I(SET UNE STAKE
1539 5/21/19.99)
vACA7ED
+
F2 0. �00
20.0
9
PROPOSED
C4 HOUSE
SET HUB/TACK
AT CORNER OF
PROPOSED
FOUNDATION,
(5/21/1999)
FENCE N OF 46.0
LOi UNL—
THIS MAP CORRECTLY REPRESENTS A SURV'7-Y MADE BY ME
OR UNDER MY DIRECTION IN CONFORMANCE NTH THE
v
REQUIREMENTS OF THE SURVEY RECORDINGJACT AT THE
REQUEST OF GRADY WATSON
i
Cn, — 4 — 4117
DANIEL MOEHRKE. PILS 28409 DATE
N89*45'30*W
EDGE OF CONC.
WALK ±0.6' N OF P/L
FOUND 1/2-0 REBAR
AND CAP 07,8409
SET 1/2-0 REBAR
S' HIGH W00 AND CAP #211409
FENCE *I 1 (5/21/1.999)
OF — N
Op- LINE
0"9*'*, "NE
9 9
91
13&2j' Ln
(137.74- PL-
AT)
NOTE: LOT 1 AS SHOWN ON
PLAT MAP DOES NOT
CLOSE MATHEMATICALLY.
AF.-,ROXIMATE
S.S. EASEMENT
rl-
EXISTING 3' HIGH
PLAT) 'N -q;
, I 1�g - I "
171.32' (171.31- CYCLONE FENCE
191.0,
FOUND EXISTING 4*x 4' CONIC. J FOUND 1/2"o REBAR-�
MON. VATH TACK IN LEAD. TYP. AND CAP #28409 1
(3 PLACES) N OF LOT LINE AS (5/21/1999) 1
NOTED (4/16/1999) 1
L OCK 7
�,LLINGER
L�XE E3 0,S PLAT,
LAN " C NO-
SU E3D IVISIoN r7-58
vo - 9'
PREPARED FOR
GRADY WATSON
7318 HERMOSA BEACH ROAD
MARYSVILLE, WA 98271
TEL: 360-653-4934
oramaki
borden &
associates
IN(>DRPORATEO
c1l7-
_3
-j
Ilk
6141 NE BOTHELL WAY
KENMORE, WA 98028
TEL: 425-485-9711
I DRAWN: CRC E: 6/03/1999 1 PROJECT: 4999
SCALE: - SHEET 1 OF H
CHECKED: TCS/DRM 1
CIVIL ENGINEERS
PLANNERS
LAND SURVEYORS
DATE: August 26, 1999
ramaki
b6rden
,associates
&9� , _ I . I
INCOR RATED
RE: Michael E Carlson Residence
23811 — 74hAvenue W.
Edmonds, WA 98026
To Whom It May Concern:
6141 N.E. BOTHELL WAY
KENMORE, WASHINGTON 98028-8942
(425) 485-9711 - FAX (425) 485-6795
The followi ng is supplemental information for the FEMA ELEVATION CERTIFICATE for
the above site.
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 IJSt&GS concrete monument 3.5" brass disk set in concrete
foundation wall near NW'Iy corner of building at 2U23 Highway 99. Elevation = 404.36
Item B9: Elevation information was supplied by City of Mountlake Terrace Engineering
Department, Mr. Will VanRy.
100 year (1 % probable) event elevation = 280.0 (NGVD 29)
Highest observed. event (1097) elevation = 282.5 (NGVD 29)
BY: Dan Moehrke, PLS
apo 4�
0" 0
G
SEAL
0-409
77
S I tA
ING',
Boundary/Topo Surveys Detention Facilities Land Subdivisions
Road/Utilities Design Construction Staking
FED.ERAL EMERGENCTMANAGEMENT AGENCY, O.M.B. No. -0
3067 077
NATIONAL FLOOD INSURANCE P . ROGRAM Expires July 31, 2002
POMP ELEVATION CE.RTIFICATE
STREtt. F1LE'-`::, —Read-the inst uEtions on pages 1, - 7.
rnportant� r
--'qg --E
_c !PVA�TRP_PER!YQWN_EI� INFORMATION For Insu ance Company Use...
BUILDING OWNER'S NAME-- Policy Number
e;_OUILDING STREET ADDRESS (Including Apt. -,)Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number
23811 — 74th Avenu�
STATE ZIP CODE
Edmonds WA 98026
PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc..)
See Attached
BUILDING USE (e.g., Residential, Non--residential,.Addition, Accessory, etc. Use Comments section. if necessary.)
Residential
LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: I I GPS (Type):
##o - W - ##.##" or ##. LI NAD 1927 L_1 NAD 1983 USGS Quad Map Other:
47.?47'01"/122019'54" Edmonds East
SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Bi. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. SVkZE
City of Edmonds 530163 .. I Snohomish I
B4. MAP AND PANEL
B5. SUFFIX
B6. FIRM INDEX
B FIRM PANEL
B8. FLOOD
B9. BASE FLOOD ELEVATION(S)
NUMBER
DATE
EFFECTIVE/REVISED DATE
ZONE(S)
(Zone AO, use depth of flooding)
5301630005
D
2-19-99'-
- 2/19/86 *
A&C
280.0
B1 0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9.
FIS Profile I_L]'Fi'IRM_. 1__Jb�mrh i!y*D`"_' - d '- Ky4btger (Describe): See- Attached Memo
yr� qt!�gpine ._ —
B11. Indicate the elevation datum used for the BFE in 139: ILA NGVD 1929. 1 INAVD1988 I_J Other (Describe):
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I_IYes I_INo
Designation Date:
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C 'J u I I d,1 n g. �! z -; a r.� er' on. IX
JB0-Jing Under
*A new Elevation Certificate will be required when construction of the building is complete.
C2. 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.)
C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, 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
calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion.
Datum NGVD ' 29 Conversion/Comments
Elevation reference mark usedUSC&GS "Q-407" Does the elevation reference mark used appearon the FIRM? 1_1 Yes 1-11 No
0 a) Top of bottom floor (including basement or enclosure) 287.3 ft.(m) —M
289.9
0 b) Top of next higher floor ft.(m)
0 c) Bottom of lowest horizontal structural member (V zones only) NZA ft.(m)
0 (5
00
0 d) Attached garage (top of slab) NZA ft.(m) 10-0
E a
0 e) Lowest elevation of machinery and/or equipment W W
servicing the building NZA ft.(m)
0 0 Lowest adjacent grade (LAG) 287.3 ft.(m) Z:, r,-,
0 g) Highest adjacent grade (HAG) 289
-9 ft. (m)
0 h) No. of permanent openings (flood vents) within I ft. above adjacent grade 0
0 i) Total area of all permanent openings (flood vents) in C3h N/A sq. in. (sq. cm)
ON D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATI
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to cerff7_eTe_v_a7io_n7nFo
/ certify that the information in Sections A, B, and C on this. certificate represents my best efforts to interpret the data available.'
/ understand that any false statement may be Dunishable by fine or imDrisonment under 18 U. S. Code. Section 1001 . . .
CEYIFIER'S TAME LICENSE NUMBER
anie R_. Moehrke 28409
TITLE QQMP Y NAME J= 7:�
Land ---Surveyor Aramaki;--Agorden Assoc. Inc .
ADDRESS CITY STATE ZIP CODE
61L-4--�'NR K e�-n-m-6-f P_____ '-WA ' '.'_98098
SIGNATUR(Eni, ) T%WgHONE to
-2-6 Cx� _
—97-1
7W� 4 2 5 —
FEkk r6_r'M1_11-'T1','A 0G -9 -9 S . EE REVERSE8IbE'FbWC011TINUATION REPLACES ALL: PktvibU��!EUIWOPS;
IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company
BUILDING STREET ADDRESS (including Apt., Unit, Suite. and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number
23811 - 74th Avenue W
CITY STATE ZIP CODE Gompany NAIC Number
Edmonds WA 98026
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED)
Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent1company, and (3) building owner.
I X I Check here if attachments
SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE)
For Zone AO and Zone A (without BFE), complete Items Ell through E3. If the Elevation Certificate is intended for use as supporting
information for a LOMA or LOMR-F, Section C must be completed.
Ell. 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 ft.(m) 1_1_lin.(cm) 12LI above or 1_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 floor elevated in accordance with the community's
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 allthodzed representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or
community -issued BFE) or Zone AO must sign here.
Grady Watson
PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME
7318 Hermosa Beach Road Marysville WA 98971
Ty
AUUMcss CI ljk)t UL
VU-653—�'9'�%
SIGNATURE DATE TELEPHONE
COMMENTS
1_1 Check here if aftachments
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_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor,
engineer; -.or architect whu.is authorized by state or local law to certify elevation information. (Indicate the source and date of the
eIevatiqq'dataiJq,the Comments area below.)
G2'. A.community offidJal completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or
Zone ,�O.
G3. 1_1 The f6ll6winig,information'fltems G4-G9) is provided for community floodplain management purposes.
G4. PERMIT U BE G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY
V�
ISSUED
G7. This permit ha" bVin"' i6edjor: New Construction
..,Is. Substantial Improvement
G8. Elevatiori.-Of�as lbuiltlo;Aiest floor (including basement) of the building is: ft.(m) Datum:
Gqi. BFE or* (in Zone 'Ab) depth of flooding at the building site is: ft.(m) Datum:
LOCAL OFFICIAL'S NAME - TITLE
COMMUNITY NAME 1!�17Y eac AA747a,,Z�r TELEPHONE
SIGNATURE DATE
1414W x4ow) %� . A-69ao.' 3Z 19? 19
COMMENTS
Check�here ii
attachments
LA:CES-ALL'PREVI 00 S EDITIO S-.-'-
FEMA FoFrftT81-3
v!) V
POR. SW1/4 SEC. 32, TWP. 2 7 N., R G E. 4 E., W. M.
LEGAL DESCRIP71ON
7. LAKE BALLINGER LAND COMPANY'S PL.T. SUEIOIVISION MO. I.
ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 9. OF PLATS. PAGES 57
AND 58. RECORDS OF SNOHOMISH COUNTY. WASHINGTON
TOGETHER WITH THAT PORTION OF ME SOUTH 15 FEET OF VACATED MCAUEER WAY
a LYING SOUTH OF A LINE WHICH IS PARALLEL I AND 15 FEET NORTH OF THE
SOUTHE Y LINE OF SAID MCALEER WAY. SAID LINE BEGINNING AT THE �HORE Or
LME BALLINGER AND RUNNING WESTERLY IN A STRAIGHT LINE UNTIL IT INTERSECTS
ME EAST UNE OF BRADLEY ROAD PRODUCED NORTH 1.4 A STRAIGHT LINE.
PARCEL B:
SHORELANDS IN FRONT OF LOT 1, BLOCK 7. LAKE BALLINGER LAND COMPANY'S
PLOT, SUBDIVISION NO. 1. ACCORDING TO ME PLAT THEREOF, RECORDED IN VCLUME
PLATS, PAGES 57 AND 5Z, RECORDS OF SNOHOMISH COUNTY. WASHINGTON.
6C-8 RIM ELEV -121.5' "CALEER WAY
'_V:
12" CONC.EOUT ELEV. -117A Ce RIM ELEV. -121.6'
COMME1
AT.*PUIDIIIIG
GO PIPE CONNECTION GO RIM ELEV. - 115 9: 1
INV. IN - 114 1'. OUT 113.8-
SSV.H RIM CLEV. 122.03' -
CIR; CHAN. ELEV. - 115.37'
_x
SDMH R:M ELEV- - 115.2'
� : V
25 :.4v �'.' :11,10216'
15* INV OUT � 110.6
-So-
So
j.'RI. ILEV. - 111.81
.1R. CH. ELEV. - 100, Co.
"Pt A Y (AM P, -91
-0 - . . I . ... I-- � ..
FH NaY14 0
w
ME3"I"
PE
X!STING GARAGE 8
jwy 4_36- e
FENCE
rzo..
4 1
no
87:
9-F
8"F 4r
?26
ItA
LV�
WE
V 10' SAN. SEWER
EASEMENT REC. 0 VOL. 792.
PC. 465, SNGHOUIS14 COUNTY
RECORDS
EXIST.Ap?GE4 I �
ASPH
in
.0
0
Lj
<
<
co
1��
Pp W/UC
I
cv
12*F
18'C
CQ4:.
*07
N
89-45'30*W ��-.2-S
A -L-I_
\�o
9"
i: - i - - - /_1 �
NOTES
1. IfISTRUMEUIAT10N FOR THIS SURVEY AS A ONE wINUtE T,4EODOLI;E
AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN 441S
Slj'�EY WERE FIELD TRAVERSE, MEETING OR EXCEED.G STANDARDS SET
BY WAC 332- 1 30-090.
2. THE INFORMAT70N DEPICTED ON THIS MAP REPRESEN IS THE RESULTS
OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED
AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
3. NO EASEMENTS. RESTRICTIONS. OR RESERVATIONS Or RECORD WH'C-
OULD BE DISCLOSED BY TITLE REPORT ARE SHOWN.
4. SANITARY SEWER AND STORM DRAINAGE FACUITES HA�T BEEN ASBUILT
THROUGH FIELD MEASUREMEN . IS OF THE LOCATION OF THE ACCESS
STRUCTURES, THE TOP ELEVATION OF THE STRUCTURES. AND THE INVERT
ELEVATIONS OF ANY PIPES ENTERING OR LEA MG THE STRUCTURES. IT
IS STANDARD PRACTICE TO SHOW THE PIPES CONNECTING THESE
�TRUCTURES AS STRAIGHT LINES. THIS IS ONLY AN ASSUMPTION AND
THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN THE FIELD
BY THE CONSTRUCTION CONTRACTOR PRIOR TO ANY CONSTRUCTION.
5. UTILITY LOCATION S SHOWN HEREON ARE BASED UPON ASBUILT FIELD
LOCATION OF EXISTING STRUCTURES.
6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION AND
SZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
7. THE BOUNDARY FOR THIS SURVEY WAS OBTAINED FRO. PLATS AND
AVAILABLE RECORDS OF SURVEY. THE BEARINGS AND DISTANCES SHOWN
ARE TAKEN FRO. THESE SURVEYS AND DO NOT REFLECT AN ACTUAL
FIELD SURVEY OF THE PROPERTY LINES OF THIS TRACY..
N
SCALE: I" = 10'
0' 5 10 2D
GRAPHIC SCALE
BASIS OF BEARINGS
HELD PLAT BEARINGS ON f MO1IUVFNTS
ALONG 74 rH AVE. W.
VERTICAL DATUM: ASSUMED El. 100.00 AT
CENTER OF INVERT OF SANITAR S�',VER MH
4'k SOUTH OF C MCALEER AY.
. - TOP MON. IV MON. CASE AT
TBM ;L121.50
C IN MCAUEER WAY AND 74TH �'r, W.
LEGEND
CB ---- CATCH BAS�N
FH --- FIRE HYDRANT
GM ---- OAS METER
C ---- GAS VALVE
LS - -- LIGHT STANDARD
SDMH STORM BRAIN MAINHCt-
SSMK SANITARY SEWER MAN4CILE
WATER ETER
W ATER VALVE
LINE
BSEIL BUILDING SETBACK LINE
STORM DRAIN OUTFALL _SS_ SANITARY _-WER
15' CONIC. PIPE ELEV. -So- STORM SEWER
----------- !2N�STOAINABLE
V
WIT S
A vvw
AFjA3r 1
g
WOODEN DOCK
WF#A5
WF#A6
WF#A7
As
\, '� -" I [SION$.
Do WIRE t10 - Iq 98
FENCE AT WATER
W.J. P-lic & All Wm. James Prosic
Pam of r)-j. Cky-I—It may ta== .."y S_ -I T. E PLAN & Associarms,
f-rh on by any mearts vvithovt III, -Yung
ngs sholl hft�e
f— W J. FIrceic, G Asacc. Wc � dh,.HrkxYa V_ a ia, /-- L� L I V-ecj I E) r= N C G_ Oselign. A-ahliteMPtu�.
theee d;;vA p""'acer- c- C.Id * -r I- Englneerqng
on—IccYa. Com'ectc,, ehall �� . F� - "IC'H . -
.= 101�0'aO . . . 22225 Locust way
d uIrr'. RR7�� - Lvnrwjwd. V&.*gw. BOMB
sitil. for .11 di-erMsio- "6 t4
pal� the �h%o_ Wkeng co,*� Phore/Fac (4251481143605
tM � �fl of any -riatic, 1 14 pl. WEST WA
dVol-Its. A
PV. Q Ek_+
CALZL-So"
3HrzI*_
.2
PF 15
TRIAP ASSOCIATES
T.:I ht,, MAA'A 6756
CL
'IT
cc
Q
(3
CL
LQ cc
Uj
Cc
z
LU _j 'z�
Q
o
j
Z
Q
C�rGORY T. XNEAU. �S
DESIGNED:
CADD: W -1E
CHEMED:
DATE, 7, '23198
SCAILI IIORIZ.� I' - 10'
VERT.:
STAMP NOT VAUD
UNLESS SIGNED AND DATED
JOB NUMBER 98-205
7oF 7
r
CITY OF EDMONDS
Address of Construction:
Property Legal Description (I nclud6 al,l easements):
Owner and/or Contractor:
ARM f7- jEXPIR45 90 D//) YS
SIDE SEWER .'�fERIVIIT
PERMIT �,\)2 0098
State License No. 0 Ruilding Permit No. /0,0 0.,;,
W'Single Family
El Multi-Familly (No. of Units-)
13 Commercial
El Public
N
S
�/ V '�'
0/v
Invasion into City Right -of -Way: 6 No El Yes
RW Construction Permit
Cross other Private Property: E12 C1 Yes
Attach legal description and copy of recorded eas ement
I certify that I have read and shall comply with all city requirements
as indicated on the back of the Permit Card�
Date V
CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION
OFFICE USE ONLY
FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT.
Permit Fee: Issued By
Trunk Charge: Date Issued:
Assessment Fee: Receipt No.:
Lid No.:
Partial Inspection: -i r,2 C /0 Date i?--3-9?lnitial
Comments
Reason Rejected: 4 Date -Initial
Final Inspection Approved: Date n itial por owi*
PERMIT MUST BEPOSTED ON JOB SITE
White Copy: File Greeri Copy: Inspector Buff,Copy: �ipiplicant
Revised 3,190
The City of Edmonds
Side Sewer Drawing
EASEMENT NO. -- ---------- -------------- _
NEW CONSTRUCTION Nr REPAIRS E] LID NO . ..... --- ------ ASMT. NO - ---- ---- -----
OWNER ... �A-a!51Z ........ :7-Lf.1(4,4,,,- L,-.)
-- ----- I ------- .................... .................. CONTRACTOR ................................ -------------- ------ ----------------- PERMIT NO.
JOB ADDRESS ........................... ......... I -------------------------- I --------------------- LEGAL DESCRIPTION: LOT NO . .................................. --- BLOCK NO . ............. .................
........................... .................................... I ...............................................
NAMEOF ADDITION -,. ................................ ............................... _
en. M E�
cr," cj
-6(- 6�15�444
IN N
96-4 9 S70 GIC2
or ZE
ca
45,
co
A\ rn gL Zr<
cb
Vc- 9c**
9 ff.,!Q
cr
-7
a
it —*H 9 a
4 INS
LA
vj,-
:z:--. t - j j-
10
Im
PWW-0001-1l175 (REV.11/78)
%�, �,� - - _-L I.,
Approved: P--',-( 12-3-lyl C-9—_)
DATE..................... _ By ------------------------------------
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER j�AY' L
CALC BY:
ADDRESS PHONE:
DATE:
"DESIGN DATA
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
L -7/e)
FINISHED
T
I DETENTION PIPE LENGTH
I -V- MINIMUM
UPPER CATCH BASIN
ZZ TO IV SLOPE
.00KING LID
STYPICAL)
A iMN
' A2UR&PR'0'1NCfOP OF
CONC BOX OR RISER
—rMIN,
.ORIFICE
CONTROL CATCH BASIN
CONTROL
SYSTEM CROSS SECTION
f%
oll H-EET FILE
2'X2'X6' DEEP, 4-6' SPALLS OR EQUAL
FROM CONTROL CB 2'X 2'X 3' DEEP,' 3/4' CRUSHED ROCK 11�1._EXISTI.NGGRADE
tn
FROM CONTROL OUTLET WA =HED IR C7K
ENCH
OUTFLOW TR Re MIN 10' LdNG.
PERF PIPE TO LEVEL
PERF PIPE W/ END CAPS
TRENCH SHALL BE LINED WITH MIRAFT
RIPRAP OUTLET PRIOR TO PLACEMENT F WASHED DRAIN ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES:
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the '
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. The outlet control orifice
must be kept open it all times.
ILI
L4v-
APPROVED BY
� � zP
Z
DATE
j
City Edmonds
of
RIGHT-OF-WAY CONSTRUCTION
I,? C.,.-,l,.s oQ
PERMIT Permit Number. qf otg
Wue Date: 91
A. Address or Vicinity of Construction: 12 3 45 (1 -7 4- -r4 A vc-
'B. Type of Work (be specific): � PER— 5 FfZ. FIEZ" 1-7—
C. Contractor: &g4:�?A4J Conta�t:
MailingAddress: -Ph6n-e:
State License #: Liibilit� in�urance: ----- Bond: $
D. Building Permit # (if applicable): Side Seiw�et Permit (if applic�kle);,
E. El Commercial. E] . Subdivision' EJ' City P�r6ject '0 Uitility (PUD, GTE, WNG, CABLE, WATER)
n .-Multi-Fa'mily �j�i7n�i�'FknilY.: Ej Other""
6,,7 J
INSPECTOR: .,,,,INSPECTOR:
te, Cut
,F. Pavement or Concre Yes G. "Size of Cut: x H. Chargq�,$
LICANT Tq READ AND SIGN
INDEMNITY: Applicant underitands.and by his �ignaiure�Vis qpplicati�n to hold the City ofEdmonds harmlessfrom injuries, damages, orclaims ofany
kind or description whats6ever, foreseen,�or u �7 eseen, that may, be. made against the City of Edmonds, or any bf'-its departments or.
employees, including or not.'�imitdd'fo the �e�ense of any legal proceedin "' n ludi
gVi C ng defense costs and attorneyfees by reason of granting this permit..
THE CONTRACTOR'IS. RESPONSt4L4 FOR,,'WORKMANSHIP AND MA TERIALS FOR A PERIOb OF 4YE R FOLLOWING THE FINAL INSPEC-
TIONANDACCE PTANCE OF THE WOR . K. 'ESTIMA TED RESTORA TION FEES WILL BE HELD L STREET PA TCH IS COMPLETED'
BYCITYFORCE I S, .4 T WHICH TIME A TO )__LICANT.
jhEB�IT OR CREDIT WILL BE PROCESSED FO� ISSUA ..'WIP
Two sets �of construction drawings o�propos`ed work r.eq6ir� i h permit application.
A 24 hour notice is,reqUired for inspection. Please call the ngi eering Division, 77i�,,,
Work and material is to be insp6cted,,.during progress and at completion.
Restoration is to be ih accordaii.ce with City Codes.
Street shall be kept clean ht.all fimes.
V
Traffic Control and Public Safety shall be inaccord6fice with City regulations as requiredby'tfi� City. Engineer.
All streetput trench work§hall be patched with asphait'bk"C�j��y-dpproved.mit6ridl'prior to the end of the working day;
NO EXCEPTIONS.
I have read the above statements and understand the permit re4uirements and the pink cqp� o the permit will be
available on site at Yl times fVt" purposes.
Signature:
Date:
I — - _(C6ntFactor or Ag�jnt) , - ' . I
CALL DIAL -A -DIG PRIOR TO BEGINNING WC
FOR CITY USE ONLY
APPROVED BY: RIGHT OF WAY FEE:
TIME AUTHORIZED: �G_D AVFT-ER"l �W DAYS DISRUPTION FEE/FUND I 11:
SPECIAL CONDITIONS: RESTORATION FEE:
AZW_�77A/� 'OfW'44:01' T OTAL FEE:
4,oq 6--
,4 NO �V 0 RAOXII 1(� ,4�3MECEIPT NO.:
316.,V-S 7* B 6 MZ
_V)0��Rl V4W'1e4-,P ISSUED BY:
U
-NO,WOR,KSHALL.,BEGIN PRIOR TO PERMIT ISSUANCE
Ilk
Eng. Div 1997
FIELD INSPECTION NOTES (Fund 111 - Route copy to Street Dept.)
Comments:
Diagram
CONTRACTOR CALLED FOR INSPECTION YES NO
Partial Work'*Inspection by P.W.:
Work Disa0proved By: Date:
FINAL APPROVAL BY: Date:
CITY OF EDMONDS 12795
COMMUNITY SERVICES
DATE:
Received of:
Address:
Project Location:
PhoneLt'-N —
Check No. Cash Total Received
$ Tr5t
Water Meter Size:
Amount
Water Connection Fee
Sewer Permit/Repair
Trunk Charge
Sewer Connection/LID Fee
R/W Construction Permit Fee
Street Cut/Restoration Fee (620 Fund)
Street Disruption Fee (111 Fund)
Engineering 2.2% Inspection Fee
Engineering Specs & Plans Fee
Storm Drainage Fee
Street Use Permit
Building Permit Fee - Type
Plan Check Fee
State Surcharge (�22 Fund)
Zoning Application Fee - Type
Shoreline Permit Fee
SEPA Review Fee
Recording Fee
Maps/Books
Photocopies
Traffic Mitigation Fee
Sidewalk Contribution
Received by: Permit No.(qcbjt�3-
Q
LEM DCSCRFnCN
iv
M.CALEER WAy
Tl�
'®r
W.9"
ca
w
X
V
MCMEW
-W�
X
os
77
ol ?
NOTO
M W m 1---=
SCALE f
GRAPMC SCALE
Bag OF KAMOS
— —,�.C-
- 74N M W
VMM OATLPA I— M
A R7V
PP ED BY PLANK
'4— AA—.110—
IT
�� ZC
0&a—�
— A
��T� 11
vut
1
rAj�OWO
—.T
c I 1,�. co
"E"
no V Sa Ll
S-i-T PLAN
W
%�
,E
et—G
'Ve
-
S W,�.
TFU" ASSOCIN
cc
LU cc
8k�
cc -
0.
Ck.
MOO,
CM
um /jj,"
RMU--
MGM mo 40 om
' 98-21
mm � lwl
0
MCALEER WAY
CB RIM ELEV -121.5'
12" CONC. OUT ELEV. B RIM ELEV. -121.6*
ONNECT TO UNDERLYING
0-C-8sr) �J��,�IPE W/DROP CONNECTION
SSMH RIM ELEV. = 122.03'
CTR. CHAN. ELEV. - 115.37'
e
EXIST. EDGE
ASPHALT
<
0
Lj
<
<
cc
�,V
S
POR. SW1/4 SEC. 32, TWP. 27 N.,
LEGAL DESCRIPTION
PARCEL A
LOT I. BLOCK 7, 1-0E BALLINGER LAND COMPANYS PLAT. SUBDIIASION NO. 1.
ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 9. OF PLATS, PAGES 57
AND 58. RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
TOGETHER WITH PORTION OF THE SOUTH 15 FEET OF VACATED MCALEER WAY
LYING SOUTH OF A LINE WHICH IS PARALLEL TO AND 15 FEET NORTH OF THE
SOUTHERLY LINE OF SAID MCALEER WAY. SAID LINE BEGINNING AT THE SHORE OF
LAKE BALLINGER AND RUNNING KSTEPLY IN A STRAIGHT LINE UNTIL IT INTERSECTS
THE EAST LINE OF BRADLEY ROAD PRODUCED NORTH IN A STRAIGHT LINE .
PARCEL 8 .
SWORELA NOS IN FRONT OF LOT 1. BLOCK 7, LAVE BALLINGER LAND COMPANY'S
PLAT, SUBDIVISION ACCORDING T(I THE PLAT THEREOF, RECORDED IN VOLUME
PLATS, PAGES 5
NO
9 OF 7 NO 58, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
CS RIM ELEV, -115.9-
INV. IN 114 1% OUT - 113.8'
-SD X
CB � - '-�A.,ie-
i —Jc!�L A C=�
I IMHN P;M �LEV ; 116 2
V 114 110 x
INV IN - 44: 6*
SONIA so V OUT - 110-6* —
11.
IIS SID
SS SD
SS
W. M.
— ----------
SS so
PP R SIAH RIM ELEV. - I 11.81' ---� —
-0- CTR. CH. ELEV. - 100-00'
. A CAM f,,-r 1,11.81
IYBI w
TING_ GARAGE
36- EXIS7ING BOARD FENCE
APJ1
7
FORME
"x 'E' "'I"ILM' LINE
"AT
V V ii
TO
P-F \EAI�T,NG HOUSL
t2N(
till
6'F
'A
V
-71
F 'OLILA b r—P
10- SA . SEWER
EASEMfE4NT PEC. 0 VOL. 792,
PG. 465, SNOHOWSH COUNTY
RECORDS
V 115'
12'F
in
NOTES
1. INSTRUMENTATION FOR THIS SURVEY WAS A ONE MINUTE THEODOLITE
AND ELECTRONIC DISTANCE MEASURING UNIT. PROCEDURES USED IN THIS
SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET
BY WAC 332-130-090.
2. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS
OF A SURVEY MADE ON DATE INDICATED AND CAN ONLY BE CONSIDERED
AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME.
3. NO EASEMENTS, RESTRICTIONS, OR RESERVATIONS OF RECORD WHICH
WOULD BE DISCLOSED BY TITLE REPORT ARE SHOWN.
4. SANITAR Y SEWER AND STORM DRAINAGE FACILITIES HAVE BEEN ASBUILT
THROUGH FIELD MEASUREMENTS OF THE LOCATION OF THE ACCESS
STRUCTURES,OTHE TOP ELEVATION OF THE STRUCTURES � AND THE INVE T
ELEVATIONS F ANY PIPES ENTERING OR LEAVING THE TRUCTURES. 17
IS STANDARD PRACTICE TO SHOW THE PIPES CONNECT114G THESE
TRUCTURES AS STR AJGHT LINES. THIS IS ONLY AN ASSUMPTION AND
THE ACTUAL LOCATION OF THE PIPING MUST BE VERIFIED IN THE FIELD
BY THE CONSTRUCTION CONTRACTOR PRIOR TO ANY CONSTRUCTION.
5. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD
LOCATION OF EXISTING STRUCTURES.
6 THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION. ELEVATION AND
SZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
7. THE BOUNDARY FOR THIS SURVEY WAS OBTAINED FROM PLATS AND
AVAILABLE RECORDS OF SURVEY. THE BEARINGS AND DISTANCES SHOWN
ARE TAKEN FROM THESE SURVEYS AND DO NOT REFLECT AN ACTUAL
FIELD SURVEY OF THE PROPERTY, LINES OF THIS TRACTA
N
SCALE: 1" = 10'
0' 5 10 20
GRAPHIC SCALE
BASIS OF BEARINGS
HELD PLAT BEARINGS ON C MOIJUMENTS
ALONG 74TH AVE. W.
VERTICAL DATUM: ASSUMED EL. 100,00 AT
CENTER OF INVERT OF SANITARY SEWER MH
4 .± SOUTH OF (L MCALEER IN Y.
TBM -. 121 60- TOP MON. IN MON. CASE AT
�_ INTX MCALEER WAY AND 74TH AVE. W.
LEGEND
CS
CATCH BASIN
F14
FIRE HYDRANT
GM ....
AS METER
0V
GAS VALVE
S
I(
L GHT STANDARD
SaMH
STORM DRAIN MANHOLE
SSMH
WM
SANITARY SEWER MANHOLE
WATER METER
WV ---- WATER VALVE
LINE
5SBL BUILDING SETBACK LINE
STORM DRAIN OUTFAILL _SS SANITARY SEWER
15" CONC. PIPE ELEV. -SO: STORM SEWER
J -------
x
At C�VED BY F
I V*#A2 I,
IN F#A3( I
:z
C�
WOODEN DOCK
WF#A
WF#A6
I 8"C -'Iwal"� e)�
W.--#A7
-F .00
PP W/UC 10
IN 45
89* '30'� 171-
��FENCE RAE
OC W1
AB
.00
T WATER
00
I Vz)
P44
W.J. Pi,oiiiiIlc & Assinclates: All rights -eserv9d. no
pam of this document may be rephoduced in any & Associatffls
fC`— or by any means vvithout permission I' I TE PLAN WM J43mf�i Prosic
f Mm W.J. Pi-daic & Assoc. W itten dimen
Chase dr�.ihgB Shall have pretedence over Stated Daedgn� Ai—ahMectum.
Son. on
dimensions. Contmotor Shall verify and be Mepon. 0 1 C. A4� EnginGairing
-�W- 22225 1 — ist Way
ible for all dimensions and conditions. VVJP must
b a j r
tified of any variations of dimensions end co- LYTIM400d, VlAiishing= 98036
o"tina WF-ST SD ONDS 104, DL
0 1 Ms. All �rk per the unif— building code. Phone/Far. [4251 481-SSM
OF 15
w
TRIAD ASSOCIATES
P.jw Vq.—t
a,o
un' SiIineyw
U.d U. PI-Wq
1�ftape IrchitKAum
Sit. Dedp
11 14 1 ISUI A". NE Virklibil, WA OM-69M
T.1 425.8214143 r. 425,821.301
T.9 F- 11M.4115.0756 —trhid�—
C)
CL
cc
Qtai
. (D
-j
Q.
Ui
41 Z -j q
0
Z
zt
ICK
�j
Z
ING
Z
64-
PLS
DESIGNED:
CAW
CHECKED:
DATE: 7,23198
SCALE: HORIZ.: I" To'
VERT.:
STAMP NOT VALID
UNLESS SIGNED AND DATED
98-205
SHEET NUMBER
1OF 1
CITY OF EDMONDS
USE PERMIT 9 -0�07
"" P 5 - (T NUMBER �7
CONSTRUCTION PERMIT APPLICATION
JOB
I
SUITE/APT #
OWNER NAMEINAME OF BUSINESS
alare-vit"p- OA aon
LEGAL DESCRIPTION CHECK
SUBDIVISION NO.
LID NO.
W
Z
0
MAILING ADDRESS
L1 I MGM' 0-\/
PUBLIC, RIGHT OF WAY PER OFFICIAL STREET MAP.'
TESCP Approved 0
CITY ZIP TELEPHONE NUMIIIER
EXISTING — REQUIRED DEDICATION
RW Permit Required 13
Street Use Permit Req'd 0
mondS q,96)2-d----
PROPOSED
Inspection Required 0
I Sidewalk Required .0
u0j
L)
cr
4
NAME
MET=
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 13 NO E3
0
ADDRESS
CITY '.'ZIP-': rrPHON� F NUMBER;,.-,r�-.t,' �.'
REMARKS
. .. ...
Z.
W
N
_Ct karj�ne_o L sa I
ADDRESS
0
ENGINEERING MEMO DATED REVIEWED BY
'0--
Z
L)
CITY ZIP
BN-I-)P- qj
TELEPHONE NUMBER
d-j _47
L4 9 .0.15
D
F I R EjIvI �Ivl Q DAT E REVIEWED 8
--
- --
4�Ld 11
W
a:
W
SWE LICENSE NUMBER EXPIRATION WrE . 1.
F, -Err M6 N 6 5 1
SIGN REA
SEPA REVIEW
AOB X0.
11N
ALLOWED SED
PROPO
1
COMPLETE JEXEMPT
EXP V�
2
0-
Legal Description of Property - include, all easement
f�OL 4 (y- b f
1 1—
Sile Oddre5�.; 23911
SHORELINE I
VARIANCE OR CU.
PLANNING REVIEW BY
DATE
7
monk '1962.4,
Property
Tax Accoun
Parcel No...,,, n003
SETBACKS - FEET
FRONT SIDE REAR
HE IGHT LOT
COVERAGE
Z
REMARKS
E] NEW RESIDENTIAL F] PLUMEIINGIIMECH
COMPLIANCE OR
ADDITION COMMERCIAL CHANGE OF USE
-F��101k- 77AL, Ave -.S, F-ex 2p,. 1 -rd-o'lcy"?)
REMODEL APT- BLDG. SIGNi
�-f R-tot zwk)
I
GRADING FENCE
REPAIR,.' CYDS.
HECKED BY TYPY F,,ONSTRUCTION E OCCUPANT
WOODSTOVE SWIM POOL
DEMOLISH INSERT HOT TUB/SPA
GARAGE RETA . INING WALL/
C ROCKERY RENEWAL
SPECIAL INSPECTOR
REQUIRED
13 YES
AREA
OCCUPANT
LOAD
REMARKS
PROGRESS INSPECTIONS PER. LIBC 1.08
0
(T,Y,PE OF USE, BUSINES,9-OR ACTIVITY) EXPLAIN:
7
ui
0
CO
0
nn .
NUMBER NUM b0i OF
OF DWELL IN AREAS
STORIES L2 /a UNITS.._.. NUMBER
DES RIBE WORK TO BE DONE (,ATTACHPLOT PLAN)
De
FINAL INSPECTION REQUIRED
16 04,0!�Iu r+
kkl
liork dork
VALUATION
FEE
FEE
PLAN CHECK. FEE
e-4i.�,biq
-r-pplaca
)i-fe- T'laaNn f 91a ri 4
BUILDING
HEAT SOURCE:
GLAZING
PLUMBING
FIan. Check No.
P
MECHANICALj
44
This Permit covers work to be.done on private property ONLY.
GRADING/FILL
Any construction on the p6b'11c domain (curbs, sidewolks,
driveways, marquees, et*cj, will require separate permission.
STATE SURCHARGE
Permit Application: 180 Day�
Permit Limit: 1 Year - Provided Work Is Started Within 180 Days
STORM DRAINAGE, FEE
"Applicant, on behalf of. his or her spouse, heirs, assigns and
ENO. INSPECTION FEE
successors in interest, agrees to indemnity, defend and hold
ow
harmless the City of Edmonds, Washington, its officials,
i
Cr
0
employees, and agents from any and all claims for damages of
whatever nature, arising directly or.indirectly from the issuance
ofth is permit. Issuance of this permit shall not be deemed to
modify, waive or reduce any requirement of any city ordinance
norl . imit I I n any way the City's ability to enforce any ordinance
provision.
PLAN CHECK DEPOSIT
TOTAL AMOUNT DUE
I hereby acknowledge, that I have read tP)6'a--p-'pIicatIon; that the
information given is cotrebt;.and tli-ai- am , ATTENTION APPLICATIO14,- APPROVAL
I - the%wner, or the duly
.
authorized agent of the owner. I agree to comply with city and THIS PERMIT
state laws regulating construction; and in doing the work authoriz. AUTHORIZES This application is not a permit until
ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her
Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is
tion Insurance and'RCW 18.27. acknowledged in space provided.
INSPECTION
SIGN�AJI,IE IOW - NER OR AGENT) SIGNED DEPARTMENT A A
JDATE
A OFFICIA fG Nr D4yrE
;- jq�-q CITY OF
r7
/V/ EDMONDS
Z:
RE - I-EleEro' L DATE
CALL FOR 6h qrl�
A-TTENTION INSPECTION
IT IS UNLAWFUL TO USE OR OCCUPY.A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220 0,RIGIJAL File YELLOW - Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. USC
Li
SECTION 109 PINK - Owner GOLD - Assessor
r
(A 1A
S Tie n nr 4S211S 101h - U eblogy/yegeta !q.
I P Y, Y
_U19NOVA
&,dressiG,catto I nAFT-W�ow- 12-' 1
Fro ccou
07.1'- 00
Taxx i,L419-99. `0
u
0 imate.Sifi Size (a' cres or square feet):..
�ftpprp
4. is this s rrefitly developed?
w is site. eve oped?
Ir yes; ho' d I
the generall site tiDpography- Check all dutt a'ply.:
escri e
5 p
less than 5-f6ei el��ri over 'entire site.'
Flat,
Rolling:: slopes on sitegenerally less than 1�% (a vertical rise of 10-feet -over a -
horizontal dii.iancie of 6&feet).
Hilly:" slopes present on'site of more than 15% and less than 30% a vertical rise
of I 0-feet over . a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a
horizontal distance of less than 33-feet).
!Other (please'describe):,
6. Site contains areas of year-round standing water Approx. Depth:
7. Site contains�ir�as of se
easonal'standi
Og water- Approx. Depth:
What season(s of the yearT.
flood
Site. is in the floodway'.
plain of 3'water course.
'9
Site,contains a creek or an azea ere water flows across the grounds.surface?, Tlows are year . .....
I I ". , , to 0,- P .., ... -, -�. . � _. . I � .. '�". o - - .
round?, Flows*are seasonal? (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etc) �d
I L. Obvious wetland is present on site:
-For City Staff Use Only
L Site is Zoned? n
2. kS rnapped soil type(s)? A16wdi L)"�C"/ CCAJ Z_ _.W
—3. Wetland inventory or C.A_ rnap indicates wetland present on site? Ye5
L4_,
4;-'- Xritical Areas inventory or C.A. inap indicates Critical Area on site. fa-5, �r_
5.. - �ite within' designated earth subsidence landslide hazard area? PD
6. "S:itb 8es'ignated on the Environinenudly Sensitive Areas Map? ye-5
METERMINATION
A: _11NUDY REOUIRED CONDITIONAL WAIVER
9.,
ClitV of Edmon&
Critical-Areas..'f'"
WE
The'Critical Ajeas Che6gist 'contained on
_,�and-wbrhitit to' y'' Tl1e.City-wjll*x�' FT
theCit
,his forzn. is to be filled out. by any person r4eview the checklist,' make a pre&
preparing a Development Permit. ursory site
Maki� �6t�ri�inationofth,�-�"�'�';,
a
Application for the Cityof Edmonds prior subsequent steps. n ecessary tocom
plete a
to his/her submittalof a developm.t development permit �Lpplication_,
permit to the City -
With a signed copy of this for
The purpose of the Checkli i'
st s to enable virn'n
aWlicant should also submit a ity, map'��
City staff to d6t6rminei w' h'ether any Or plot individual I
ots of the parpe
potential. Critical Areaskreo'imay be* Mdth c�noujhdetail that Cit
y staff can find
The tj the subje& pa�6j.,�.
present onAhe subject P46rty., ln�, 11 lvll
Jen &j
the
information needed tO'complete the ad"6n,
4U
Checklist should be easily er
available from th vertit"t info
nmtion- te.g. s
12LIE4 t0im
observations of the Site -or'data available at.
P'. 'Phy, U=p, etC4 !)t
in
CitY Hall (Critical Areas maps, CoMunc.40h. iwith this iC
or sdil surveys).
Sqad In completing their'prelimma,
assessment ot the site.
An applicant, or his/her representative,
must fill out the checklist, sign and.dateiti..
I have completed the attached Critical Area Checklist and attest that the answers provided are
factualP to the best of my knowledge (fill out the appropriate column below
Owner I Applicant:
Clan
Narne
rn Mc, A IQ-P-r
.0
Street Address
Applicant Representative: * ' * ' '
Street Address
19
W, A L7 ON I --Z (P-
City, State, ZIP
Phone Stat 1P
e, Z
Phone
.Signature. Signature',
Date,:,
Date,
A.
4;
V I!
all
i4
Mi
City of Edmonds
Criti6d'l Areas Determination
Applicant: I Clarence Capon Determination #: CA-97-19
Project Name: Pen -nit Number:
Site Location: 23811 74th Ave. West Property Tax Acct #: 1 4888 007 0010103
Project Description
non -project specific
A Critical Areas Study is required prior to further development of this site. Thestudy will
include the following: a survey showing property boundaries, critical area delineation (Lake
Ballinger, etc.), buffers, setbacks, location of structures with dimensions on site and any new
development proposals. The survey will be produced by a licensed surveyor.
If the property owner wishes to apply for a specific development permit which they feel
would not impact the Critical Areas located on the site, they may submit their proposal to
the Planning Department for review. If the Planning Department finds that the proposed
development perin ' it will not adversely impact a Critical Area or its buffers, a conditional
waiver may be issued on a project by project basis.
Kirk Vinish
Name
Signature
February 26, 1997
Date
.Date:
To: -
From:
Subject:
ED
0
6
MEMORANDUM
March 4, 1997
File: Plan Check 97-72
Kirk Vinish, Planning Division
Exemption from Critical Areas, SEPA and Shoreline Requirements
The minor repair of pilings and decking for the project at 23811 74th Ave. West is exempt from SEPA
review per WAC 197-11-800 (3). Since the project will not increase the potential impact to critical
areas or their buffers the project is exempt from Critical Areas review per ECDC 20.15B.040 (2).
Finally the project is exempt from further Shoreline Requiremets per WAC 173-14-040(2)(b) see
attached exemption form.
EXEMPTION FROM SHORELINE
MANAGEMENT ACT SUBSTANTIAL
DEVELOPMENT PERMIT REQUIREMENT
To:— Clarence Capon, 23811 74th Avenue West, Edmonds, WA 98026
. (Name and address of the applicant)
The proposal by: Clarence Capon to undertake the
(Name of applicant)
the following development (please.be specific):
----Repair damaged piling, decking and framing to an existing residential dock.
upon the following property (please list legal description, i.e., section to the nearest quarter
section):
S.W. 1/4, SEC. 32 T.27N., R.4 E.W.M.
within. Lake Ballinger and/or its associated
(Name of water area)
wetlands is exempt from the requirement of a substantial development permit because the
development:
WAC 173-27-040(2)(b)
(identify exemptions as outlined in WAC 173-14-040)
(Corps Public Notice Number)
The proposed development is consistent or inconsistent with:
CHECK ONE:
Consistent Inconsistent
X Policies of the Shoreline Management Act.
X The guidelines of the Department of Ecology where
no master program has been finally approved.or
adopted by the department.
The master program.
kDate) C-(�Si �-ature �ofAut`horized�
Local Governmental Official)
Reiter's Marine Construction & Repair
W
Phone: 206-485-0950
Fax: 206-481-5814
11- t- J..'
- r_- 1 09 16047
10101 Main Street Suite B
pERAIT COUNTER P.O. Box 2113
Bothell WA 98041-2113
R E C E'l V E
To: City of Edmonds MAP. - 3 1997
P . la nning Department PERMIT COUNTEP
From: Clarence Capon C/O Allison M Reiter, Reiter's Marine
23811 74th Ave W
.Edmonds WA, 98026
RE: Rebuilding a dock damaged by the winter storm.
Due to excessive winds and high water December 31 -January 1 the existing dock was
damaged. Another dock broke loose and struck the dock and along with other debris
in the lake -loosened the piling and damaged the framing and decking. Inspection by
a qualified and licensed dock contractor determined the only solution would be to
bring in equipment to repair the dock to safe and usable condition. -The existing
dock was built prior to 1970.
We are requesting exemption from the shoreline process due to the fact that this is
normal repair and maintinance of an existing structure. We feel that if not for the
storm there would not have been a need to repair the dock for many years.
If you need further information ar have any questions, please call us at
206-485-0950.
Sincerely,
Allison M. Reiter,
Reiter's Marine Construction and Repair
arm
A m
f7
cv A—,
10.13
40 - 1/2xl4" Carnage bolts
Deck Screws
2. Batter Piles up�ional
50.12
00
CcLf,5 "'o-on ou+ed +D P: I -es W �h W �c 5D b
S�r.i 1-13 e-c-S C-0 L-ps WiA-V) Yz-x IQ'' L(-r-,CL�e- -i�,01A-`s
b r Cj(
I r e c� e- d 1��ecV-,Screo-,
Rem" �
Marine Construction
. and Repair
1-800-352-7664
P.O.BOX2113 BOTHELL WA98011-2113
NME: C1cLrznce- ecymi
ADDRESS:
PHONE
Sal t i nop-(-
DATE: —) I --q rl
DWG NAME: CCtfO
DRAWN S'
REMSION:
n
..TA
�zq
in
�74
/ /�
RECEIVED
MAR - 3 1997
PERMIT CdUNTEIR
7g., Ig
BY PLANNING
MAR 1997,
PEOMIT.
Tim City of Ednwnds
APPLL �*TION
for
sl-i�-'IEEET riLE SIDE SEWER PERUff
OUTSIDE 0 INSIDE AL REPAIRS 0
-1
CARD No. <11 .... .. ... .. . ..........
EASEMENT No. - ............... .........................
OWNER H ...... r. A. et, ....................................................................... ............. CONTRACTOR -6.e.-Tfft .... &Pmll-A-1 --- C.-Per-OrA ................... PERMIT i
le STREET
. to ........... ................................... AVENUE LOT No . ....... ..................... .......................... I ............ BLOCK No . ...... 7 ....... ........
HOUSE No. ....... ......
9
NAME ADD
z E
ci,
'4
, o3
Date
BACKFILL WORK ORDER ISSUED ................................
SEWER WORK ORDER ISSUED .............. ........ ............ - ........
) 0, k c-
.8 1962
Approved:
DEPOSIT, .... . .......................... e
DATE.d ... .. BY .. ... .......... ................ co 6 -
v
CD
U
w
10
0
A —
09
C'
'111.4
.41
OV
41,
j,-,y
4TMF ii'l, 'Iii�-intormatioirhn*ojnc.ithI
iftf—'—A mcp w*,,-s compH6� to j,- hj# tho Cibi of Edmc.-,,,-
e,. cc�ns�-,;ants. The City ol, Fe—iOn doe,; not, wzrrz,-.: t�, ot
an, s,--I ��rth on the maj,. i�
-o.i or entity 41
the "I
t;t inc-A;ng, but not Ii
a -ion of ap.� sc
IOC &
S% S.' -NrW StUbG may o:
and may or rr,--j i-I al-
th Neilhe� it,
w its
cd!c b3 Ij--!e foi the lrik,,, -
j,%i on thi-1- map nor for ah'"
rc,n—seii,ac- . pr edbased;4.11-�
i ovid
r,
0
0
M
M
Iz
-.4.3
M
00
W
tj
0
P
i in
w
p
p