16-101961CITY OF
Federal Way
EMER-03=0
RE- Permit #16-101961-00-A1; GORSKI
30040 12th Avenue SW, Federal Way
L
UTY HALL
33325 8th Avenue South
Federal Way, WA 98003-6325
(253) 835-7000
www. cityoffederalway, cam
Jim Ferrell, Mayor
On April 22, 2016, the City of Federal Way's Department of Community Development received
your request for a critical areas letter regarding, the above -mentioned property, parcel #515320-
048 1. City critical area maps do not show any critical areas on or in proximity to your property.
If you have any further questions, please feel free to contact me at
david.lee@cityoffederalway.com, or 253-835-2622.
OEM
David Lee
Planning Intern
Doc. I D. 7_3281
pgCOVED REQUEST FOR ADMINISTRATIvE DECISION
DEPARTMENT OF CommuNiTy DEVELOPMENT
CaFY OF APR 2 2 2016 33325 8h Avenue South
Federal Way Federal Way, WA 98003-6325
CITY OF FEDERAL WAY 253-835-2607; Fax 253-835-2609
CDS 21KINI-6 k10 Fred —cra I kva \. Co In
/FILE NUMBER (0 0 1+b Date—H0.?,
Applicant
HAIM
PRIMARY PHONE
Brian Gorski
(206) 930-5306
BUSUMSIORGANMATION
ALTERNATE PHONE
Home owner
(206L592-6175
MAMIND ADDRESS
E-MAIL
30040 12th ave SW
brian98991 P_qmail.com
OUT STATE ZIP
FAX
Federal Way WA 98023
Property Address/Location 30040 12th ave SW Federal Way, WA 98023
Description of Reques;
El Code Interpretation/Clarification
El Critical Areas Letter/Analysis/Peer Review
El Request for Extension (Land Use/Plat Approval)
El Revisions to Approved Pen -nit
El Tree Removal
Zoning Compliance Letter
- No Fee
- No Fee (Actual Cost if Applicable)
- Check Current Fee Schedule
- Check Current Fee Schedule
- No Fee
- Check Current Fee Schedule
Bulletin #079 — January 4, 2016 D..i 7i.n
CD
O
O
W.T. 1500 GALLON PUMP TANK WITH ❑SI PF2005
1/2 HP TURBINE EFFLUENT PUMP SET TO DOSE SEWAGE TANKS TO BE INSTALLED
47.5 GALLONS ONCE EVERY TWO HOURS VIA AND BEDDED ACCORDING TO THE DRAINFIELD TO BE COVERED WITH 6' OF
CONTROL BY THE RHOMBUS IFS (OR EQUIV> MANUFACTURER'S DIRECTIONS AND SANDY LOAM COVER SOIL AFTER FINAL
TIMER CONTROL PANEL UPON A LEVEL, STABLE BASE THAT INSTALLATION INSPECTION. DESIGNER TO
WILL NOT SETTLE, TANKS TO BE WATER TIGHT VERIFY QUALITY AND DEPTH OF COVER
50/50 SPLIT DB❑X TO BE USED TO TESTED TO THE BOTTOM OF THE RISERS. SOIL AT BACKFILL INSPECTION,
SPLIT THE EFFLUENT EQUALLY BETWEEN MANUAL HEADORKS CONTROL BOX WITH
THE TWO SALCOR 3G UV LIGHTS, DB❑X TO BE DISC FILTER, FLOW METER, PRESSURE 715 LINFT NETAFIM 0,42 GPH BIOLINE DRIP
INSTALLED ON TAMPED GRAVEL TO GUAGES, AND BALL VALVES DISPERSAL SYSTEM PRIMARY AREA
PREVENT SETTLING AND MISALIGNMENT 12' EMITTER SPACING, 2 4' DRIPLINE SPACING
LOCKING RISER TO SURFACE REQUIRED. EXISTING POST & 6' INSTALLATION DEPTH
POLE SHEDS
3®S,®®'+—
715 LINFT NETAFIM 0,42 GPH BIOLINE DRIP
DISPERSAL SYSTEM RESERVE AREA
1 ' EMITTER SPACING, 24' DRIPLINE SPACING
6' INSTALLATION DEPTH INTO UNDISTURBED
SOILS, PILE OF DISTURBED SOILS TO BE
CAREFULLY REMOVED BY THE SEPTIC SYSTEM
INSTALLER
1
—6 — — — m ^.
6 —
J965
46`/ OF 3/4` FEEDER 65",_._.
&RETURN LINES `� 65$ — - ` —SL4 - — — — — — - - — — - -
---
(30' MIN) 6 s — — — — —
��. �_ .gym .�,.—. �_...,.,..,...-R .-..• .�� �..a. ....n"
EXISTING R❑ KERY 6 — — — — —
r-
--
�- 00.5 NETAFIM AIR GUARDIAN
AIR VAC RELIEF VALVES
SCH40 SLEEVE V R L N ❑M AR GE
BATHROOM TO BE UPGRADIENT OF DRIP CLEAN❑UTS EXISTING 32'x32'
NEW D3034 4' SYSTEM AND AT LEAST 10' AWAY REQUIRED EVERY GARAGE WITH
PVC TL & FIFTY FEET BATHROOM FOR
CLEAN❑UT PERSONAL USE
-- °-�- � ---- — EXISTING DRAINFIELD AREA ONLY. DETACHED
102.5 ___----------- STRUCTURE
- — — — ` — COVENANT
TO BE ABANDONED REQUIRED AT ev
STUB OUT RELEASE
,
EXISTING COVERED
lot
PARKING AREA
'. EXISTING DRIVEWAYS.
a. ti z44
a: � .
` EXISTING SES'TIC TANK x
, ` , TO BE PUMPED AND CRUSHED
TANK ABANDONMENT FORM TO
? BE PROVIDED WITH ASBUILT
' �ft NEW SYSTEM
o'
NOTEi PUBLIC HEALTH SEATTLE/KING COUNTY TITLE 13
N TABLE 13.28-2 REQUIRES THAT A SEPTIC DESIGN DELINEATE
AN AREA FOR STORM WATER INFILTRATION AND/OR DISPERSION,
THE AREA SHOWN ON THIS DESIGN IS SIMPLY AN AREA THAT
MEETS THEIR REQUIREMENTS AND SHOULD NOT BE CONSTRUED
AS A STORM WATER SYSTEM DESIGN. ONLY A LICENSED ENGINEER
CAN DESIGN A STORM WATER SYSTEM.
r
BI❑ MICR❑BICS MICR❑FAST 0,625
AEROBIC UNIT IN CUZ CONCRETE
W.T< 1650/2 TANK OUTLET EL 92.5
DESIGN CONTROL POINT PROPOSED
BASE OF EXISTING NW 24'x24'
HOUSE CORNER EL 94.5 GARAGE
RHOMBUS IFS 5'
PANEL L❑CATI❑N ,
■ 1
■
EXISTING DRIVEWAYS
EXISTING WATER LINE_
1 '■
r ■•
rl �`
[1129:rLIM ■
J
FUTURE STUB
BOTTOM FLOOR
ELEV 94.0
EXISTING HOME
TO BE EXPANDED
INTO A FOUR
BEDROOM SINGLE
FAMILY RESIDENCE
EXISTING PLUMBING
STUB❑UT EL 101.5
I
SOIL LOGS
r
2. 1 �d • ,x
SANDYi� 60'r ■' rSANDS
4. 1 ► ■* .i' ■' rSANDS
5. r rLOAM, ■.MY MEDIUM SANDS,■ r SILT LOAM
Amman Septic DC,51cjn5, Inc.
14585 846-th Dr, SE
Monroe, WA 98878
FEE TO BE CHARGED FOR FINAL INSPECTION SEE WWW,GOTPERKZOM
Tax
Parcel #1515320-0481
(360) 794-7809 ❑fflce
(425) 501-5195 Cell
(360) 794-5408 Fax