16905 76TH AVE W.PDF1111111111116175
16905 76TH AVE W
ADDRESS: / �(, "� (p ve.y V
TAX ACCOUNT/PARCEL NUMBER: OD 513 / G00 I oi10(
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS(RECORDED)FOR:
CRITICAL AREAS: ZOOS — 0 I %LO DETERMINATION: []Conditional Waiver Study Required ❑ Waiver
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA'
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED
PERMITS (OTHER): d X-7 - OO!
PLANNING DATA CHECKLIST DATED: I / I - - / 0 CD
SCALED PLOT PLAN DATED: Izo L0 (-
SEWER LID FEE $: LID #:
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DATED: d-W rI n
SIDE SEWER PERMIT(S) #: 3 156 a--
GEOTECH REPORT DA
STREET USE / ENCROACHMENT PERMIT
FOR
WATER METER TAP CARD DATED:
OTHER: U-6 1 /1
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Critical Areas Checklist
---------------------------------------
Site Information (soils/topography./hydr logy%vegetation)
1. Site Address/Location: 6 __Q 44 M CAS 6 26
2. Property. Tax Account Number: O 0 - 13 1 C1 0 (Z i p R
3. Approximate Site Size (acres or square feet): b S
4. Is this site currently developed? yes; no.
If yes; how is site developed? (lest
5. Describe the- general site .topography: Check alf that apply:
Flat: less than 5-feet change over entire site.
Rolling: slopes on site generally less.than 15% (a vertical rise of 10-feet over a
/ horizontal:distance of66-feet).
t/ Hilly: slopes present on site of more than 15% and less than 30% ( a vertical riseof
10 feet'over a"Horizontal distance of 33 to 66-feet).„
.
Steep ,grades of greater than.30%present on site (a vertical `rise of 210-feet over a
h , horizontal e of;les•3-feet).
` . y onzontal distance, s,than 3.
.... .
Other (please describe):
6: Site contains areas of year-round standing water: O` ; Approx. Depth:
7. Site contains areas of seasonal standing watery Approx. Depth:y
�.
What season(s) of the year?
8: Sitef is in the floodway flood lam ' NC7-
_ P of a water course:
9. Site contains a creek or an area where. water flows across the grounds surface? Flows are year
round? M Flows are'seasonal? (What nme,of yea;? ),
10. Site is primarily forested : meadow shrubs : mixed
/ urban landscaped (lawn shrubs:.etc)
11. Obvious wetland is present on site: All0
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X! $G�tiapp$dso3l:tyes!' '" ¢ '1 r 11�1i ..�: '^- H• S lOpeS
etl�,d; {veAto l F r�T.Sp t?mc �ateY�yv t( Q prE'�CL4iV $tt�t.i
�. sw ^ 'tC.c.�ics1 ��asit�e�itq� �'�.� �?e,�icates Cfitteaj t�'ea on,�rte�� �p 5 ���s •
A. . Si#e �?Vkth�t,deslgtiaEed earth suBstffene��a�ds�seie lYazai�i areal �`+1 !` �,
;�; . �Sitc destgratoct o�x tlnironrneiifaFensci°eas
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4koF City of Edmonds
:w.:..
��� �-- - Development Services Department
Planning Division
;a -
Phone: 425.771.0220
.ro
Fax: 425.771.0221
CRITICAL -AREAS CHECKLIST
The Critical Areas Checklist contained on.this form is-. An applicant, -or his/her representative, must fill out
to be filled out by any person preparing a the checklist, sign"sand date it, and submit it to the
Development Permit Application for the City of City. The City, will review the. checklist, make a
Edmonds Prior to his/her submittal of a development'" precursory site -visit, i ad ' make a determination of the
permit to the City. sub'sequent steps necessary to complete a. development
:::permit applicafion.1'
Please submit a vicinity. map, along with "the signed
The purpose of the Checklist is to enable City staff to copy of this form to assist City staff in finding and
determine whether any potential Critical Areas' are, or I ocating • the"wspecific piece of property-. described on
may be, present on the subject property.,".:'The '' this, foriii: ifi' a diiion; the applicant shall include
information needed to complete the Checklist should other pertinent.iriformation (e.g:;Fsite plan,_topography
be easily: available from observations* of_ the site or map, etc.)_or studies in conjunction with this Checklist
data available vat "City Hall"(Critical areas inventories, -' to . assist staff in . completing their, preliminary
maps, or soil. surveys). - assessment of the site.
I have completed the attached Critical Areas.. Checklist arid. attest_that the answers, provided Ore factual, to the
best of my knowledge (fill out the appropriate'column below)'
.0 rig.:.
Owner/Applicant:
Q
Date
d:reception/jana/CACLHandout.doe
Applicant Represeatatii4r.=
Signature
Date'
Revised 411O1f2000/
%TY OF EDMONDS •
CRITICAL AREAS RECONNAISSANCE REPORT
Site Location: 16905 761h Avenue West Tax Acct. Number: 00513100012108
Determination: Study Required Determination #: CA-2005-0176
Applicant: Bill & Joan Martin Owner: Bill & Joan Martin
CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CA-2005-0176)
During review and inspection of the subject site, it was found that the site may contain or be
adjacent to critical areas, including Erosion Hazard Areas and Landslide Hazard Areas,
pursuant to Chapter 23.40 of the Edmonds Community Development Code (ECDC). The
LIDAR map shows the site is in an Erosion Hazard Area, with a Steep Slope in the NE corner
(this was confirmed by a site visit on 11 /30/2005).
GENERAL CRITICAL AREAS REPORT REQUIREMENTS
Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject
property that may qualify as critical areas. They also assess these areas and identify any
potential impacts resulting from your specific development proposal. If a specific development
proposal results in an alteration to a critical area the critical areas report will also contain a
mitigation plan. You have the option of completing the portion of the study that classifies and
delineates the critical areas and waiting until you have a specific development proposal to
complete the study. You may also choose submit the entire study with your specific
development application.
• Please review the minimum report requirements for all types of Critical Areas which are
listed in ECDC 23.40.090.D. There are additional report requirements for different types of
critical areas (see below).
• Note that it is important for the report to be prepared by a qualified professional as defined
in the ordinance. There are options on how to complete a critical areas study and an
approved list of consultants that you may choose from. You may contact the Planning
Division for more information.
• General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110
through 23.40.140.
STUDY REQUIREMENT — EROSION HAZARD AREA
It appears that this property contains or is adjacent to an Erosion Hazard Area.
• Erosion Hazard areas include Alderwood and Everett series soils on slopes of 15 percent or
greater. among others.
• Landslide Hazard Areas are further defined in ECDC 23.80.020.A.
• In addition to the general requirements for Critical Areas reports referenced above, specific
Critical Area report requirements for Erosion Hazard Areas.(which are one of the
Geologically Hazardous Areas) are provided in ECDC 23.80.050.
• Note that Stable Erosion Hazard Areas may have limited report requirements at the
director's discretion. At a minimum an erosion and sediment control plan prepared in
compliance with the requirements in ECDC Chapter 1 & 30 shall be required.
DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS
Development is restricted within an Erosion Hazard Area.
• Projects that will intrude into these areas will require a report by a licensed Geotechnical
Engineer or other qualified professional.
• Development standards are given in ECDC 23.80.060 and 23.80.070.
STUDY REQUIREMENT — LANDSLIDE HAZARD AREA
It appears that this property contains or is adjacent to a Landslide Hazard Area.
• A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with
a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock).
• Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B.
• In addition to the general requirements for Critical Areas reports referenced above, specific
Critical Area report requirements for Landslide Hazard Areas are provided in ECDC
23.80.050.
DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS
Development is restricted within a Landslide Hazard Area and its buffer.
• Projects that will intrude into these areas will require a report by a licensed Geotechnical
Engineer.
• The criteria that are applied depend on the amount that the buffer is reduced.
• The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building
setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in
ECDC 23.80.050). The alteration must also meet the requirements listed ECDC 23.80.060.
• In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the
design standards listed in ECDC 23.80.070.A.3.
ALLOWED ACTIVITIES
Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If
you have any, questions about whether your proposed development qualifies as an allowed
activity, please contact a Planner for more information.
EXEMPT DEVELOPMENT PROPOSALS
Certain development proposals may be exempt from Critical Areas Requirements (ECDC
23.40.230). If you think that a specific development proposal may be exempt, contact a
Planner for more information.
Gina Coccia Planner November 30, 2005
Name, Title 0 Signature Date
NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on
the City of Edmonds website at www.ci.edmonds.wa.us.
2
PLANNING DATA STREET FILE
SINGLE FAMILY RESIDENTIAL
Name: �
Date:
Site Address: _Ave,
Plan Check #:
Project Description:h-- %a0--47 lh Oh
�ce %G rc>4, -nc/ cce-btt e- nest covered Poccl ae,-
Reduced Site Plan Provided: ((YEW NO)
Zoning:
Map Page: Lr5
Corner Lot: (YES NO),
Flag Lot: (YES NO cr- cs fives
Critical Areas Determination #: rdOOS— 0\-*G
Study Required-� akee Sko e,4- ��ioc. i� �c� � Pre-e eo�,ac�o��� coca
P
nP on ;.pec-- e s;� of ,o�se r
❑ Waiver -*Gi �-i' te,c— Srnoc,7r� on �ar.s , E�a�'o eb-
SEPA Determination: Fx ee,,. Shope ;s o�, NE =,c-"er CRQ
_
s?�e-, 40 �a_r a hoo�4,
Exempt erJn re.?: %s�.�t re
❑ Needed (for 500 cubic yards of grading or site within 200 feet of Puget Sound or -Lake Ballinger)- AVA
❑ Fee ❑ Checklist ❑ APO List with notarized form
Required Setbacks
Street:
Side: O
Side: S 1O
Rear:
Actual Setbacks
Street: a
Side: 1O
Side: O +
Rear: 025 i To Ne on
❑ Detached Structures: Afo,, Puns ,
.'� Rockeries: EkiSN-' n C c-e-1 a ire q c �S Q. ,Oc.�c,
❑ Fences/Trellises: A/o^e.. gNNcc,w(\
❑ Bay Windows/Projecting Modulation:
Stairs/Deck: ; ro �,;cl
tun `cover �oc.)
Buildin Height
Datum Point: S `� a� ove.b�e_
Datum Elevation:
Maximum Height Allowed: a i
Actual Height:
Other
Parking Required:
Parking Provided: oZ
Lot Area:. 4z '�a��
Maximum Lot Coverage: 35% Proposed: 1 t 37
o
o
Poo- =a, 7a 41ProQ Co✓er are es=
Lot Coverage Calculations: Pro AddA o s o `TO 8SG I#_
ADU Created: (YES C90
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES C09
Comments. .
>M
oak
Plan Review By: Planning Data Form 04-11-06.doc
T69 City of Edmondss"M
APPLICATION LVV PLAINT
for
SIDE SEWER PERMIT
NEW CONSTRUCTION U,_,— REPAIRS
OWNER ..�1. �:1.(�1...... .....11.l!G�..................
ADDRESS ......... Gam•....., 46,0a4 .......�Ge�
•
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6 9ol
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EASEMENT No... 213.43s.. A .............
CONTRACTOR .s,�.. ........ PERMIT No(.3s... \
LEGAL DESCRIPTION: LOT No. �...._.—......-................................ BLOCK No..............._.....__.. ... ..........
NAME OF ADDITION ....... ..Gu ..........:......................................................................................
C 0
WAM
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- },,�.. Par ►� -
a• r,,.. " .,
Via? c.: ,ly :iu, fc: uci br ftic City of Ec'-r
c - Th^ City ov cr +,o;las do,:: nci wLr;
�' fc•u� oi
9. bui nr` _ c.
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N.: . a;l'C.r.''crr^-
of sY, _Y b,: I;, ,,, fa the in11V:Ylic ionei, n_Y iiJ
;�;lr�serr�a�c,Y prcvli;;:. k,• ,. .� ncr Lr �,..��:..• ,
- - A RR 0 0
J N 22 1 70
Approved:
®��
e
DATE .. ........... BY ...
5�._. ..............:.........
Date: November 7- 1!969__
Memo to: Ron Whaley
Assistant Public Works Director
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description:A portion of Tract 121, Meadowdale Beach; BAAP 642' N & 20' E
of W 1/4 corner of Section 8, Township 27, Range 4; thence S 87006, E
306.781; thence N 0020' E 249, to TPB; thence N 0020' E 1001; thence
N 87°061 W 126.78'; thence S 0*200 W 1001; thence S 87106, E 126.781
to TPB.
Commonly known as:1d905 _ 76th Ave. W. Owner: John P. Stanford
Z.F.F. Calculation:
(21.15 ) Z.F.F. x ($ 5.50) _ $ 300.00
( `1 ) Unit x ($ 25.00) _ $ 25.00
$ 10.00
$ 335.00,
rf:1J
cc: Mr. John P. Stanford �
RECEIVED
JAH 2 3 1970
Connection Fee (minimum)
Trunk Charge
Permit
TOTAL
I
CITY OF EDMONDS
CIVIC CENTER— WATER -SEWER DEPARTMENT call P]RO&Psa 6-1107 when work
Is ready for Inspection. (No inspec-
SIDE SEWER PERMIT 'fOns Saturday, Sunday or holidays.) N? 355
s2
ADDRESS ...........
OWNER --------------- John --- Ri.-Stazidord -------- ........................ CONTRACTOR .......... Safe
Permission is granted ---------- Jc-MuaX7 ... 23 ........ 19 ... 70, for ------------------------ days
to REPAIR or CONNECT a side sewer
governin
with CRY Sewers in accordance with application on file and g ordinances.
ATTENTION IS CALLED TO THE FOLLOWING:
NOTE NO. 1—The owners of the Property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must
be employed to construct side sewer in street area. Do not cover any Portion of sewer before it has been inspected.
Nk • No. 2--Obtain full information regarding ordinance 11.16.030 and Regulations governing side sewers when You get permit.
NOTE No. 3—Top of side sewer must have at least 30 inches coverage at Property line and 12 inches inside property line; minimum grade of 2%.
No bends in grade sharper than % will be Permitted.
NOTE No. 4—Trenches in street must he water settled and surface of street restored to original condition. Contractors shall be responsible
failure due to Improper work which may develop within one year Of completion. for
NOTE No. 5—It is unlawful to alter Or do any other work than is provided for in the permit, or to do any work on the main sewer or its appur-
teriances except to Insert the Pipe Into the wye.
6r
Date: November 7, 1969
Memo to: Ron Whaley
Assistant Public Works Director
From: Leif R. Larson
City Engineer
Subject: Sewer Connection Charges
Legal Description: A portion of Tract 121, Meadowdale Beach; BAAP 6421 N and
20' E of W 1/4 corner of Section 8, Township 279 Range 4; thence
S 87006, E 306.781; thence N 0020, V-345:,1:; tal. PQB; theoite;kCon_ tinning
same course 1001; thence N 87006, W 126.781; thence S 0020' E 1001;
thence S 87006, E 326.78, to POB.
John Stanford
Commonly known as: (vacant as present)
Owner:
16905 _ 76th Ave. W.
Z.F.F. Calculation:
( 21.15 ) Z.F.F. x ($ 5.50 ) _
$
300.0O
Connection Fee (minimum)
( 1 ) Unit x ($ 25.00) _
$
25.00
Trunk Charge
$
10.00
Permit
$
335.00
TOTAL
rf:lj
cc: John P. Stanford
V, .
flurs t
Anford
/011
!tv
IStaffo
LJ;
Joy
Oli
IF.
Vicinity Sketch for Sewer Connection Memos attached.
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16905 - 76th Ave NN
to :;
f 1 J jt
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P
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W E
�y t•it # 1 inch equals 40 feet
/l p. ` 1 '�iiii f f 1111 0 12.5 25 50 Feet
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EASEMENT AND JOINT SEWER AGREEMENT
For .a good and valuable consideration, the grantors Robley D Hurst and Sara G
Hurst, his wife, John P Stanford and June M Stanford, his wife, and Hilder Jen em,
an individual, and Louis L Joy and Dovie M Joy, his wife hereby grant to
Robley D Hurst and Sara G Hurst his wife, John P Stanford and June N1 Stanford,
his wife, and Hilder Gjendem an individual, and Louis L Joy and Dovie M Joy, his wife
an easement for the installation, operation,
and maintenance of a joint sanitary sewer line over, across, through, under and upon
the following described property, situated in Snohomish County, State of Washington,
to -wit:
FIRST: There shall be an easement six (6) feet wide, three (3) feet on
either side of the center line described in Exhibit "A", attached hereto.
and hereby incorporated in full for this reference.
OECOND: The parties mutually agree that the necessary documents will be
xecuted to make the easement a matter of public record and they will
hare the cost.of recording equally.
fir}
\J i±IRD: The cost of maintenance, repair or reconstruction of that portion-�,_ _ -
f the sewer used in common shall be borne 'in *equal shares, except that
he owners of any lower parcel shall not be responsible for the part of
the sewer above their connection; and when necessary to repair, clean or
reconstruct the sewer, the parties to this agreement shall have a right
of entry for that purpose.
FOURTH: This agreement shall be a covenant running with the land and shall
be binding upon all parties and their heirs and assigns forever.
IN WITNESS WHEREOF we hereunto set our hand and seals this _TL day of V IP'V
in the year.
.J
(spouse,)
� l
spouse
(spouse)
2, A- __P _ -Y ,
spouse
STATE OF WASHINGTON )
ss
COUNTY OF SNOHOMISH )
On this _T/_ day of`-LLL- . 19 2,Q, personally appeared before me
Robley O'Hurst and Sara G Hurst, his wife, John P Stanford and June-M Stanford,
his wife, and Hilder Gjendem, an individual; and Louis L Joy and Dovie M Joy, his
wife to me known
to be the individual(s) described in and who executed the within instrument and.
acknowledged that signed and sealed the same as 7&e free and voluntary act
and deed for the uses and purposes therein mentioned. .
s
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the .
day of \%!% in the year �.
ARY PU13L C ilf or the: i o l asi5 n�tpn
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.• EGG-/. ,�. l:-! C � `l.�c.-�/�-�'
RE
. VOL T 4 550
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.. .'arcs -•,:----4.aaQrx.r.r;�u�.�n...,..�..
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EXHIBIT "A"
Beginning 771. feet north and 20 feet east of the west quarter corner of Sec-
tion 8, Township 27 North, Range 4 East, W:M., in Snohomish County, Washington,
the True Point of Beginning of the centerline herein described; thence S87°061E
a distance of _1,94 feet; thence NO°20'E a distance of 31;6 feet to the terminus of
the centerline herein described.
(n O M
C
W C.
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PLANNING DATA �T FILE
NAME: 3,-)( A,1A JoA^ DATE: 9/12/v&
SITE ADDRESS: \ J ooS 6 r- A m. W. \ PLAN CHK#: 2m% o 9M
PROJECT DESCRIPTION: ka,-oMA en" la raa r/car GnAfc bah, End la„n,�,, czar+,. AAA,
/00 O 6AAifidn 41 5F- c.rnrJ ko,..cc fi1^*n�c 24e �fie+� �IA*- -A �Sl. r
REDUCED SITE PLAN PROVIDED?: Ye / No)
MAP PAGE: 157 CORNER LOT: Yes / No) FLAG LOT: (Yes / No)
ZONING: RS- r CRITICAL AREAS DETERMINATION #: ?�5o )7&
0:.i StudvReauired: K&z4r( "cent. r��rti
❑ Waiver
❑ Conditional Waiver
SEPA DETERMINATION:
❑ Fee
❑ Checklist
❑ APO list w/ notarized form
�Q (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
tJ Exempt
SETBACKS:
Required Setbacks:
Street: Z 5 Left Side: (d Right Side: 10 Rear: a
Actual Setbacks:
Street: 5l ` * Left Side: 75 ' Right Side: 5q ` Rear: �' wr x �y'1"" 25 ' h
Street map checked for additional setback required? (Yes / No
❑ DETACHED STRUCTURES: T{ liFtAchc^• 3oP`4 ¢` ""^'
QROCKERIES: rtf-+'-, w "' L>>< -604 b/vbtr., awe 3' r
❑ FENCES/TRELLISES: t�►rc ShAw,
Ll BAY WINDOWS / PROJECTING MODULATION: ftwM Su-6,
❑ STAIRS / DECKS:
PARKING: Required: 2 Actual: 2 ,h Ar; (C.I r 4-Mi
LOT AREA: 25 2LS (- 11,k-Zoj)2 12 SrS3 279E
LOT COVE L, q 1 & Z &7 Z +- ( Z 0 �/'
Calculations:
BUILDING HEIGHT:
Datum Point: 6oy—o6 Oa, thL a Sw for�v �� pn�rti,Datum Elevation:
Maximum Allowed: 25, Actual Height:
A.D.U. CREATED?: Q / Yes) /do Vw r w, t lw.,,.. ii, d,- jo -.c (cc,,.,,,,., « _
SUBDIVISION: -w NnKiort�cn o �f GI�1aUp( l G�.ir �'. ��
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / o
-Af
OTHER: H644 bw;f,- 195-L fir,
Plan Review
NewBPPlanningDataForm. DOC