20020238.pdfDATE RECEIVE
PERMIT EXPIRES
CITY OF EDMONDS
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REMARKS
.......... PECTIC. S PER USC 1081FINAL INSPECTION REaD
ALUATION $
VALUAT 'ON $
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Plan Check
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Building
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PLAN CHECK NO: T A T E
Plumbing
Mechanical
C 0 V E W 0 R K
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORKTO
A 0 A A C
I BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBUC
IT
Gradi g
W L A
SE ILL AEOUIna
:3 DOMAIN ICURBS' SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) W I L A
it SEPARATEPIERMISSION.
Engr, Review
PIERMITAPPLICATI M: ISIDDAYS
A - A Y
EAS � PROVIDED WORK IS STARTED WITHIN 180 DAYS
Engr. Inspection
I A
S50 BACK OF PINK PERMIT FOR MORE INFORMATION
B No SUCCESO-a
' -N A
%PPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Traffic Mitigation
L E THE CITY OF
IN INTEREST, AGREES TO INDEMNIF)� DEFEND AND HOLD HARMLE S THE CITY OF
SPROM ANY AND
CENTS 'no. ANY AND
ITS OFFICIALS, EMPLOYEES AND AGENTS
Fire Review
EDMONDS, WASHINGTON, ,
Son A IN VRECTLY
Y - "
ALL CLAIMS FOR DAMAGES OFWHATEVER NATURE, ARISING DIRECTLY OR IND RECTLY
FROM THE UANCE OF THIS PERMAL ISSUANCE OF T141S PERMIT SHALL NOT BE
ISS
Fire Inspection,
9 DEEMED To MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
, m P ov BIG .
o NOR LIMIT IN AM WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.-
Landscapheinsp.
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OVVNER� OR THE DULY AUTHORIZED AGENT OF
THE 9 A I ' TEWO PLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
TH U.
I'. a L�EIORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED
T,GN 1� IN
0 1
0 OFT A CODE OF THE STATE OF WASHINGTON RELATING TO
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FOR INSPECTIC
PNne N
MP NSATION INSURANCE AND RCW 18,27.
__j_jGNAT=R OR AGE )ATE ]DIED
.7-110
(425)
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771-0220
ATTENTION
EXT 1333
IT IS UNLAWFUL To USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
771-0221
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
total
FEE
Recording Fee
City Surcharge
—00
State Surcharge
lost'
Plan Chk Deposit
Aq-1
Receipt #
Total Amount Due
Receipt #
APPLICATION APPROVAL
This appilt,efice least. peneeft-111.1g,nal by the
dinoOfficialor hasten, Deputy: and Fees are Palo. and
—alpt 11 acklolledged in speue, psovid.d.
5kLS SIGNATURE DATE,
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ABED BY DATE
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ORIGINAL -FILE YELLOW - INSPECTOR
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IMPERVIOUS SURFACE CALCS. CD
Proposed Building Roof GutUme 2,555 sf� n
Prop ... d Main Floor, , 1,641 f%
Proposed G ... ge , 500 sf.
Proposed DrN ... y - 659 f.
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P,*p:,.ed D.,:k �:3 sf% �,Q
Proposed Walkeays 1 97 sf.
Prop ad C , P.roh 93 sf, (Y)
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LOT COVERAGE
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IMPERVIOUS SURFACE C4LCSi 5;1111 " I
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Proposed Bultding Roof Outible � 2,555 sF,
Proposed Main Ftoor 1 1,641 sf.
P-p ... d G ... ge , 500 f. 06-
Proposed ul—Y , 659 f.
Proposed Wk-y� . 97 C
Proposed D-k . 83 f.
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Jands Construction
Technical Information Report
Table of Contents
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1. Project Overview
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2. Conditions and Requirements Summary
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3. Off -Site Analysis
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4. Retention/Detention Analysis and Des'
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5. Conveyance Systems Analysis and Design
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13. Special Reports and Studies
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7. Other Permits
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8. Erosion/Sedimentation Control Design
p 4
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9. Bond Quantities Worksheet, Retention/Detention Facility
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Summary Sheet, and Declaration of Covenant
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10. Maintenance and Operations Manual.
p 4
List of Figures
Figure 1 TIR Worksheet
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Figure 2 Site Location
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1. Project Overview
This project consists of three new SFR's and associated walk and driveways being
built on three 8,000 s.f. lots created as a short plat in the late 90's. The plat concept
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was for a detention pipe discharging to the Firdale drainage system. As the site is
underlain by a deep deposit of Everett soils, the new impervious is being infiltrated in
accordance with the King County Design manual that states that all lots on outwash
soils shall be evaluated and if feasible infiltrated. The total proposed new impervious
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4 is 10,871 s.f. for all three lots. A TIR Worksheet is attached as Figure 1 and a site
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vicinity map is attached as Figure 2.
2. Preliminary Conditions Summary
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The site is in the City of Edmonds and bounded by I Oe Ave W and Firdalle Ave W.
The site is underlain by Everett soils.
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3. Off -Site Analysis
All flows will be infiltrated. Any overflow of the system will flow in the same drainage
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path as it does now to the system along Firdale as originally proposed by the short
plat.
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In summary the off -site topographical and vegetative conditions suggest no unusual
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drainage or erosion problems.
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4. Retention/DetentionMater Quality Analysis and Design
No off -site flows are coming on -site vidthin the area of development. On site flows
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are being infiltrated in infiltraf
ion trenches. The 98KCSVVDM requires residential
sites with less than 22,000 s.f. to be evaluated for infiltration.
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The site was evaluated using three soil log holes and three infiltration tests. The
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tests showed the soils to be course sand and gravel draining much in excess of the
maximum design rate of 20 in/hr. All holes drained within 5 minutes and could not
actually be kept filled. No mottling or evidence of water was observed in any of the
holes to 4' depth.
The roof downspouts are going to infiltration trenches and the drive runoff is being
sheet flowed to a separate catch basin and infiltration system for each lot. These are
shown on the attached site grading plans.
3
5. Conveyance Systems Analysis Design
and
The, only conveyance is by 4" PVC as directed in the KCSWDM required downspout
infiltration details.
6. Special Reports and Studies
No special reports are required.
7. Other Permits
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No other permits are required.
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8. Erosion/Sedimentation Control Design
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Silt fence had been provided on the design drawing downstream of any proposed
disturbance.
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The required construction entrance is shown on the plan.
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9. Bond Quantities Worksheet,
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Facility Summaries, and Declaration of Covenant
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A Bond Quantities Worksheet is not required for a small site Appendix C application.
No covenant is required.
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10. Maintenance and Operations Manual
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Not required.
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IF THE DOCUMENT IN THIS FRAME IS LESS CLEAR THAN THIS NOTICE
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IT IS DUE THE QUALITY OF THE DOCUMENT.
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