8720 OLYMPIC VIEW DR.PDF12649
8720 OLYMPIC
VIEW DR
' STREET FILE
Critical Areas Checklist
Site Information
Project Name: JL16 ATc A Permit Number:
Site Location: Yi 70 Property Tax Account Number:
Approximate Site Size (acres or square feet): 13
Have you filled out a Critical Areas Checklist for a project on this site before?
General Site'Conditions
Np
1. Has the site been cleared or logged? 6leAk�� Date of most recent action:
Soils / Topography r
2. In the Snohomish County Soil Survey, what is the mapped soil type(s)?
3. Describe the general site topography. Check all that apply.
at: less than 5 feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a
horizontal distance of 66 feet.)
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise
of 10 feet of horizontal distance.)
Steep: grades of greater than 30% present on site.
Comments
Hydrology/Vegetation
4. - Site contains areas of year-round standing water: w A
5. Site contains areas of seasonal standing water: /Y Approx. Depth:
6. Site is in the floodway No. floodplain of a water course.
7. Site contains a creek an area where water flows across the grounds surface? AAflows
are year-round?Flows are seasonal? �7
8. Site is primarily: forested / /7; meadow shrubs ; mixed /
9. Obvious wetland is present on site: No,-.,,-
10. Wetland inventory or map indicates wetland present on site: o Ne
11. Critical Areas inventory or map indicates any Critical Area on site: A/ a
690-199
City of Edmonds
Critical Areas Checklist
The Critical Areas Checklist contained on
this form is -to be filled out by any person
preparing a Development Permit
Application for the City of Edmonds prior -
to his/her submittal of a development permit
to the City.
The purpose of the Checklist is to enable
City staff to determine whether any potential
Critical Areas are or may be present on the
subject property. The information needed to
complete the Checklist should be easily
available from observations of the site or
data available at City Hall (Critical Areas
inventories, maps, or soil surveys).
An applicant, or his/her representative, must
fill out the checklist, sign and date it, and
submit it to the City. The City will review
the checklist, make a precursory site visit,
and make a determination of the subsequent
steps necessary to complete a development
permit application.
With a signed copy of this form, the
applicant should also submit a vicinity map
of the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition,. the applicant is
encouraged to include any other pertinent
information or studies in conjunction with
this Checklist to assist staff in completing
their preliminary assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers provided are
factual, to the best of my knowledge (fill out the appropriate column below).
Owner / Applicant:
Iel/4���r�e&-
Name
0 wN e ►�
Title
0'�go 0/hk.','01/;e1'J
Street Address
9vho, .
City, SS%te, Z4P Phone
Signature Date
Applicant Representative:
Name
Title
Street Address
City, State, ZIP Phone
Signature
Date
City of Edmonds
Critical Areas Determination
Applicant: Keith A. Porter Determination #: CA-9.2-13
Project Name: Split Rail Fence Permit Number:
Site Location: 8720 Olympic View Dr. Property Tax Acct #:
Project Description:
Construct new Split Rail Fence
Waiver Criteria (all criteria must be found to apply):
XX There will be no alteration of the Critical Area or its required buffers;
XX The development proposal will not impact.the Critical Area in a manner contrary to
the goals, purposes, objectives and requirements of the Critical Areas ordinance;
XX_ The development proposal meets the minimum standards of the Critical Areas
ordinance;
XX_ The above findings are based on the following conditions of approval:
1. Grading and alteration of the surface of the soils shall be minimized and limited
to the holes for the fence posts.
Based on the above findings and conditions, the requirement for a Critical Areas Study
associated with this development permit is hereby Waived, as authorized by Chapter
20.15B.150 (B) of the Edmonds Community Development Code.
Ed Somers, Associate City Planner 4-13-92 —
Name Signature Date
-:0398 it
V t'I business printing & supply 206-475-1002 •�
CITY OF EDMONDS
lJ NEW
• ❑ ADDITION
❑ RETIREMENT
ASSET INFORMATION SHEET
STREET FILE �
ASSET N0.
ADDITION TO ASSET NO,
DESCRIPTION
SERIAL NO.
LOCATION
DEPT. yy0.
"PURCHASE ORDER NO. _
PURCHASE ORDER DATE
COST
*PROJECTNUMBER Oo�
PROJECT COMPLETION DATE
COST cA-A
B.A.R.S. ACCOUNT N0.��`OI�C�
• .ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST
`SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
[;? DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT _
• G.L. ENTRY
REFERENCE DATE
INITIAL
bP
DEPARTMENT FILE
i"`-)
VERIFIED BY
PROCESSED
BATCH NO
CITY OF . EDMONDS <`'!
':.'�IUBLIC WORKS DEPAR'�NT FOR INSPECTION CALL-_ permit H00
SIDE SEWER PERMIT 7/7/5-2525 Ext.. 22�0 Issue Date
771-1202 293
PERMIT MUST BE POSTED ON JOB SITE
1. Address of Construction 7 -) '2 ) (2 V k')'IL
2. Property Legal Description (include all easements) EDMONDS
a . k� CF.. y '� - T r,�Ac -4 ci r�.�M rid►t� S ���Gi�E► (� 1A7 -�-rU c_ �TrREATMENT, PLAN1
Single Family Residence t/ Multi -Family No. of Units
`==�. Commercial
LL4. Owner and/or Builder
L5. Contractor & License No.
Uj 6. Invasion into City Right -of -Way: No L--"- Yes (If Yes Right-of-
way Construction Permit Required - Call Dial Dig (342-5344) before
excavation).
7. Cross other private property: Yes No r/- Easement required -
v attach legal description and county easement number.
H •
a READ THE FOL.LOWTNG AND SIGN:
a. Property owners must obtain a permit to install side sewers on
>q their property. A licensed side sewer contractor must be employed to
construct side sewers in the public right-of-way.
W b. The side sewer contractor assumes full reponsibility for each
H installation for one year.
ac. Commercial establishment requires a minimum of a six inch (6")
z side sewer line.
o d. Side sewers may not be installed closer than thirty inches (30")
to any structure.
e. Side sewer lines must be laid at a minimum grade, of 2% (1.15°)
O and maximum grade of 100% (45°). o
H f. No turn in side sewer greater than 45 (1/81bend) is0allowed
between cleanout. All 90 turns must be constructed of a 45 (1/8
bend) and Wye with removable cap.
g. No down spouts, footing drains or floor drains can be connected
to side sewer system.
h. Pea gravel is required for bedding when installing sewer lines
through other than granular soil.
i. Cleanouts are required at 30"-60" from each plumbing exit line
and at minimum intervals of 100' along sewer line run.
j. Trenches within City right-of-way must be restored to original
conditions. Contractors shall be responsible —for right-of-way failure
due to poor compaction of fill. �-
k.. Side sewer must be left uncoveredt until inspected and approved
by the City.
1. Inspection during normal workinXhours only. Two (2) working
days notice'required.
DATE: /O // -7 ! g r",tify that I have read
shall comply with the above
+ PERMIT FEE: DISAPPROVED BY: Date:
U w Lk# 17a rqe, 025•, op B Date:
w CONNECTION FEE : APPROVED By : Date:
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* PERMIT MUST BE POSTED ON JOB SITE
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STANDARD DRAINAGE PLAN
DETENTION SYSTEM
PAGE I OF .3
for I 1z-j a. 1
location -
plan by
phone -
date
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DESIGN DATA
system I mpe rm Pipe Pipe Orifice
Number Area Diam Length Diameter
L: 4 k �24 4 0 111ev.-
�T-
NOTES
1. Call Engineering Division (771-3202'j
for prebackfill and final ins.pra;".cns.
.2. Responsibility for operation and
maintenance of drainage systerrs..of,
private property is the resoonsibility
of the property owner(s). Material
al
accumulated in the storage pipe must:.
be flushed out and removed from catch
basins to allow proper operation. The
outlet control orifice must be kept
. open at all times.
STREET FILE wi 40 T/�r
CITY OF EDMONDS
USE PERMIT
ZONE
CONSTRUCTION PERMIT APPLICATION
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NAME OR QF BBUSINE )
A S i
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LEGAL DEA RR NO
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ZMAILING
ADDRESS
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CITY TELEPHONENUMBERPUBLIC
RIGHT OF WAY PER OFFICIAL STREET MAP.
EXISTING REQUIRED DEDICATION
NAME
PROPOSED
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RIGHT OF WAY CONSTRUCTION PERMIT REQUIREDLU
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ADDRESS
STREET USE PERMIT REQUIRED ❑
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CITY TELEPHONE
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NUMBER
Sa—
SEE PIW DEPT. REVIEW CHECK LIST DATE
REM KS
NAME
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ADDRESS
UMETER
SIZE BUILDING SUPPLY SIZE FIXTURE UNITS
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CITY TELEPHONE NUMBER
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REMARKS
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STATE LICENSE NUMB'S/P CITY LICENSE NUMBER
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SIGN AREA ENV. REVIEW ADB NO.
Legal Description of Property - include all easements
ALLOWED PROPOSED COMPLETE EXEMPT
(show below or attach four copies)
SHORELINE H
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VARIANCE OR CU PLA N REVIEW V DAT
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REMARKS RONT /U SIDE L a REAR
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C*NEW C�IRESIDENTIAL D PLUMBING
DADD/ALTER D D
NON-RESIDENTIAL MECHANICAL
DREPAIR D D
RETAINING WALL SIGN
EXCAVATE FENCE
D D D
CHECKED BY TYPE OF CONSTRUCTION CODE HEIGHT
DEMOLISH OR FILL ( xFT)
PRE -MOVE INSP./ SWIM
COMPLIANCE INSP. D POOL
SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT
REQUIRED GROUP
ElSIDE SEWER D D
LOAD
U) YES NO
REMARKS
WATER LINE
❑ ❑ ❑
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NUMBER OF STORIES
FNBEROFo
LLINGm
O
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NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN)
/Rov N Mtby,,
VALUATION FEE
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction On the public domain (curbs, sidewalks,
driveways, marquees, etc.) will require separate permission.
Permit Application: 180 Days
Permit Limit: 1 Year - Provided Work is Started Within 180 Days
"Applicant, on behalf of his or her spouse, heirs, assigns and
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successors in interest, agrees to indemnify, defend and hold
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harmless the City of Edmonds, Washington, its officials,
5
employees, and agents from any and all claims for damages of
PUBLIC WORKS DEPMIST
a ss to
Street Right -of -Way Exist'
REQD
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Access Easements Existing
REQD
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of
Utility Easement Existing ,�//��
REQD
W
Lot Per Subdivision '' Plat
Assessor Map
W
Site Plan Checked for Accuracy. Q
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Underground Wiring Reqd.
H
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Check Accuracy of F Description O
x
Review by �,,
Date
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Existing Water Main Size 12,
Water Main Required elA
Service Line Required
Hydrant Size Existing '
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Hydrant Reqd Per Fire Code ,�/,�
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Size
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Detector Check Meter Reqd. _
Cross Connection Inspection —
Fire Department Comments --
a
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Water Meter Char a Regd.
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Review by ` ?- %ter
Date �
Septic Tank Design Approved
Date /-, 03
Septic Tank Permit Reqd. /t% /%
Permit No.
Sanitary Sewer Availability
Proj,
Drawing No. Z-1 d /57/_File
No.
Side Sewer Availability
a
to
Sanitary Sewer ection Fee Reqd.
3 :;
Review by
Date
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Open Ditch Existing
Riegd.
Culvert Reqd. % C> 1 ;(vat
Size
Catch Basin Regd.
Indicate on Site Plan
Shoulder drainage maintain collection on Swale open runoff
regd. �v P p p_c u e, r3 .0
Indicate on Site Plan
Soil Conditions' and Ground Water Field Checked
Review by..., a
Date
'1v10-197'7
•
s
MEMO T0: Building Division
Planning Department
FROM: Engineering Division
Publ is Works Department
DATE :
SUBJECT:
After review of the subject Building Permit application, we have the following
comments:
1. Connection to City water system required.
2. Connection to City sanitary sewer system required.
3. Right-of-way permit required for any work on City property. —'
4. Driveway slope not to exceed 14%
5. Backwater valve required if downstairs plumbing is below elevation of
upstream —manhole. -- ------ --
6. Water and sewer lines to be separated by 10 foot minimum.
1. Builder/Owner responsible for cont
a1ininq all temporary runoff and eroiDn
on site and may not impact neighboring properties in anv•wav
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SITE PLAN. CALE_ ZO'c>"
STANDARD DRAINAGE PLAN
rE: DO NOT USE RUNOFF SPREADER ON SLOPES DETENTION SYSTEM
P 15 PERCENT ( WITHOUT SPECIAL DESIGN ) PAGE 2 OF 3
• i
uhPE ' •
CATCH y/
g�IN DETENTION PIP LZWGTH COKT'ROL CATCH
tVfiNT�ir
gA51N
1 I' MIN, 2' MAX. COVEfi --1
�— �• r IX � 21
I ouL'
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CORoeTWT
5LOPE TO O UT L-E T"' •
SYSTEM CROSS SECTION c.j r-,(- S'rC,1z
SEE PAGE 3 FOR OUTLET CONTROL DETAIL_
2' . 'Z • (o"DEEP, '4- 4SPAL" (pa so—)
2' 3" D'- CRUSuE D ROCK
IPRAP OU
D l.RAVFL-) rOtTt'FLOW TRENCH IN 10' LON6,
41, TOP 4 A" PF P' PE -M BE LEvw L
FRCM
0 LM ET
CONTRDL
4" PERF E WITH CAPS
NOFF SPREADER �TLET
1 '
STANDARD DRAINAGE PLAN
DETENTION SYSTEM
PAGE I OF 3
for IrZ�SN I�vMS „•c� --
location, 47<:0 Ut,ti
.--
plan by fl?1�►J �ic•-r6S.r�c-- —
phone S'
date 7 ri/e3 _
DESIGN DATA
System Imperm Pipe Pipe Orifice
Number Area biam Len'gthjDiameter
I
I. 4r�4 �4�„� 4U�
I I
71
NOTES
1. Call Engineering_ Division (771-3202:
for prebackfill and final inspe::ion;.
2. Responsibility for operation and
maintenance of drainage systems on
private property is the responsibility
of the property owner(s). Material
accumulated in the storage pipe must
be flushed out and removed from cat(}
basins to allow proper operation. The
outlet control orifice must be kept
open at all times. r;
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CITY OF EOMON®S