HomeMy WebLinkAboutSWG2025-00049 - SWG Application / Design - 2/18/2025 ® MASON COUNTY 415N BTH LFAIR. 60-275ON,WAT4DO
SHELTON:360427-9670,EXT 400
BELFAIR:360-2]54467,ENT 400
Public Health & Human Services ELMA:3B0482-5269,ExT 400
FAX:360427-7787
On-Site Sewage System Tank Only Permit: SWG2025-00049
APPLICANT COVENANT HOMES LLC Phone: 253.670.0936
Address: 12404 137TH AVE E PUYALLUP,WA 98374
SEPTIC DESIGNER CHRIS ELSTROTr Phone: 360-561-5000
Address: 128 NORTH RIVER STREET MONTESANO,WA 98563
SEPTIC INSTALLER JAMIE WORKMAN* Phone: 360-463-9573
Address: 120 E TIMBERLAKE DR SHELTON,WA 98584
Site Address: XXX E 4th St
Primary Parcel Number: 322325014006
Permit Description: Tank-Only: New construction/upgrade
Permit Submitted Date: 02/18/2025 -
Permit Issued Date: 0 4/1 412 0 2 5
Issued By: Rhonda Thompson
Current Permit Fees Paid: $270.00 (addldnnalfes my c mqulmd own m tallAon orsymem).
Permit Expiration Date: 04/1412028 Inased on data onn,.e tbn)
Type of Work OSS New Construction
Components being Replaced: Other
Surfacing Sewage? No Existing Failure? No
Shoreline? No Horizontal Setbacks Met? Yes
Number of Bedrooms: 3 Drinking Water Source: Public Water System
Additional Details: Trash/pump tank and Nuwater BNR500
Permit Conditions:
4 Proposed development subject to zoning requirements and approval by the planning
department stafiper Mason County Title 17.
1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
3 Mason County Asbuilt Forth, Record Drawing, and Installation fee must be submitted for
final installation approval.
2 Permit must be installed by a Mason County Certified Installer unless prior written
authorization from Mason County is obtained.
THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS.
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING AND MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS.
THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND/OR DESIGN
APPROVED.
FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES.
For Final Inspection visit: masoncountywa.gov/health/environmental/onsite/oss-inspection-request.php or call:
360-427-9670, extension 400.
OFFICIAL USE/ONNLLY�J�j
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ON-SITE SEWAGE TANK ONLY APPLICATION 3 p
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NAILING ADDRESS STREET CIIY.STATE,LPCCOE r(II IF 3
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12404 137th Ave. E. Puyallup, WA 98374 a
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sI1F POIXiEss-srREEr,cm,LP WDE O
xx 4th St. Union, WA 98592 TAX ID 322325014006 ^w\
wAE GF DEsIcueR PHONE I• _
C1WS �c� 360-273-5610 w
NAME OF INSTALLER PHONE 0
�. \N p�'�Ot V) 360-754-4445 c ro I tN
TYPE OF WORK(.abet J DRINKINGWATERSOURCE 0
A
NEW CONSTRUCTION I UPGRADES D REPAIR I REPLACEMENT D PRIVATE INDIVIDUAL WE PUD 1 PRNATE TWO-PARTY WELL 2 I I v
® PUBLIC WATERSYSTEM I I
COMPCNENT(S)TOSE REPIACEN IKRHA IED
e SEPTICTANK MPUMPTANK DRVHOLDINGTANK BEDROOMS LOT SUE
D OTHER 3 13,066 sq.ft. m
0 Io
oTHEROErAILs(akU.oXW AxA� rMMls)sETSACKGIECNL15r O ,
SURFACING SEWAGE BEXISTING FAILURE SHORELINE D MET.PRIVATE
ELLS,S SURFACE
LS
O I�
SueMfRAs D SOFTY PRIVATE WELLS,SURFACE WATERS.STREAMS,RIVERS
B PLOT PIAN(REQUIRED) O TANK CROSS SECTION(REQUIRED) D tOFT+DRINKING WATER SUPPLY LINES
5FT-PROPERTY/EASEMENT LINES,FOUNDATIONS,FOOTINGS
D PUMP DETAILS(IF APPLICABLE) DWANER(S)QFAPPLICABLE) I�
MOTPLNCHECRUST 9
13 PROPERTY LINES AND EASEMENTS E3MSTINGIPROPOSEDSTRUCTURES DEXISTINGIPROPOSEDOS$COMPONENTS AND LINES I Ic7
D WELLS WITHIN IOOFT D WATER SUPPLY LINES D DRIVEWAYSI PARKING DSURFACE WATERS,STREAMS.RIVERS,ETC...
D DIRECTION OF SLOPE/CONTOURS D PERIMETER/CURTAIN DRAINS D NORM ARROW D SCALE RAR
DIRECTKXIS TO SRE AND SRE CONDITION&(p.IrAM ll
From Shelton take Hwy 101 N to east on Hwy 6 and then R on Main St. up the hill to R on
4th street to property on the right.
OFFICIAL USE ONLY BELOW THIS LINE
UPCAPDEIFNLURE CaJURCE IItt,WaN�q W,Pm6e1
DVOLUNTARY DMAINTENANC;LIMPING BUIILINGPERMIT DHOMESAUE BCOMPLAw BOTHER:CgINENrS/CONDITIONS ��(S.�I.�v�n�/�r a�(MftL.�VD?/ J
� I replace. -}-rtiri1� �' �strJ i�-�'"� ` '�.✓�ovt1
SEWAGETAINS MUST BE LISTED UNDER DOWLISTOF REGISTERED SEWAGE TANKS.TARNS MUSTMEET WRRDUT.W MUM SUE REQUIREMENTS,EO`PFED WRH RISERS
AND LIOSTO SURFACE,AND INCLUDEAN EFFLUENT FLTFR(IF APPLICABLE,RECORD DRAWINGAND MSTAWTM REPOWREQUIRFD FOR HI APRMA
X19FECTgt SIGNANRE DATE MRIGTON E%PIRPTIDN MTE
gPEUCATKINAPPROYEDISGUEDBY DATE
THIS FORM MAYBE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTYWEBSRE REVISED IWM15
(108.M-RECORD)
N88.30'12'E 108.21'-MEASURED _
184-
SET HUB A STPI(E -_____ -
`-FOUND 5/8' REBAR� _
i --k'HOUAAN 15653' CAP ON-LME
1-188-_
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LATERAL END - ' - FOUND 5 8' IBAR
I208\ �`& 'HOLWH 653' CAP 1
`\ .5' PVC°1 ON-UNE 2.5' NORTH '�
i ` 4' PVC W/CAP �`�
L FOUND F HOLNAN 156� 210__ PP
53" CAP _` 12 ® I
N8622'47 11�OR.34'-MESAURED
CATCH ---212 ---_ (1(IB`34'-RECORD]
A P P R O V E D 12' CULVERT (CPP) \ SET HUB & LOT BOARD
VERTICAL DATUM LEGEND
APR 14 2025
11A - COUNry NAVD88 BASED ON WSRN � • FOUND REBAR IS NOTED
MENTAL HEALTH (WASNINGTON STATE REFERENCE NETWORK) G FOUND REBAR/HUB/STAKE
NOTED NOTED
SET❑ FOU HUB/SAKE AS SNO
N EXHIBIT MAP OO sEa EID
F
POWEER POLE
MASON COUNTY PARCEL WATER METER
TRULAND NO. 322325014006 X WATER VALVE
SURVEY TELEPHONE LASER
Scul° 1"=20' Umwing Numb°r. (RECORD) SUBVD' BK.34. P0.58
LLC Uale SEP-2024 ns-10O2000 —SS— DRAIN FIELD LATERAL
EFFLUENT PUMPS ME SERIES
DIMENSIONS PUMP PERFORMANCE
11,47 6epadty upers per minute
2911 5.12 0 so zoo ,So z00 zw zoo sse aw as0
(w zoo _ 30
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O SINGLE SEAL P
p I$ 50 15 1W 1t5 a
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C CATALOG r�INCNES(MILLIMETERS)
—� NUMBER I A l g C F
MEG5 16.8(427) 4.08(104) 1.03(26) 12.13(308)
ME50D 18.6(472) 4.0(104) 1.03(26) 12.13(308)
O DOUBLE SEAL ME75S,ME100S,W1505 16.8(437) 4A(102) 1A627) 12.5(318)
ME75D.ME100D,ME15OD 18.6(472) 4.01102) 1.06(27) 12.5(318)
A APPROVED
All 14 2o25
MASON COUM ENVIRONMENTAL HEALTH
G RET
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MM023SSE(08-01-231
2
1
PRESSURE DISTRIBUTION SEWER SYSTEM DESIGN <C> 1990 EAST BAY programs
PROJECT: E A S T B A Y
JOB NUMBER:
DATE: 04-13-2025 engineering programs
ENGINEER: 1607 East Bay Drive
Olympia, Washington 98506
* 1. HAZEN & WILLIAMS C = 140
LATERAL DATA =-=
* 2 . LATERAL LENGTH 50.0 feet * 6. LATERAL DIAMETER 1.25 inch
* 3 . LATERAL SPACING 9 .0 feet * 7. ORIFICE SPACING 3 .0 feet
* 4 . PIPE SCHEDULE/CLASS 200 * 8 . ORIFICE DIAMETER 3/16 inch
5. NUMBER OF LATERALS 5 9. ORIFICES/LATERAL 17
= MANS FO LD DATA ===
*10 . MANIFOLD LENGTH 36.0 feet *12 . MANIFOLD DIAMETER 2 inch
*11. PIPE SCHEDULE/CLASS 200 *13 . MANIFOLD TYPE END
--= F O R C E M A I N D A T A ===
*14 . FORCE MAIN LENGTH 125.0 feet *18 . SWING CHECK VALVES 1
*15. PIPE SCHEDULE/CLASS 200 *19. GATE VALVES 1
*16. FORCE MAIN DIAMETER 2 inch *20. OTHR.VEL.HDS.LOST 0
*17. 90 DEGREE BENDS 4
_= S Y S T E M H E A D - F L O W D A T A =__
*21 , CALCULATE 10 VALUES OF PRESSURE AND FLAW AT THE PUMP USING 1.0 FOOT
MINIMUM PRESSURE ON THE LAST ORIFICE AND INCREMENTING THE
PRESSURE ON THE LAST ORIFICE BY 1 FEET.
*22 . DRAINFIELD ELEVATION ABOVE PUMP = 20 FEET
S U M M A R Y O F H E A D - D I S C H A R G E D A T A
_____________________________________________________________
RESIDUAL FLOW DELTA HEAD AT HEAD AT DELTA TOTAL TOTAL
HEAD AT PER FLOW IN DISTAL FORCE HEAD IN SYSTEM SYSTEM
LAST ORIF LATERAL LATERAL LATERAL MAIN MANIFOLD FLOW HEAD
(feet) (gal/min) <10% ok (feet) (feet) <10% ok (gal/min) (feet)
=====1=0
0
======7-144.6======1-131.227.435 .7====24.6==
2 .00 10.09 4.4 2.25 2 .40 6.4 50.4 28.9
3.00 12 .35 4.3 3.37 3.57 5.8 61.8 33 .1
4.00 14.26 4.2 4.48 4.73 5 .4 71.3 37 .3
5 .00 15.94 4 .1 5.60 5 .88 5.1 79.7 41 .4
6 .00 17.46 4 .1 6.71 7.04 4.9 87.3 45.5
7.00 18 .86 4.0 7 .82 8.18 4.7 94.3 49.5
8.00 20.15 4.0 8.93 9.33 4.5 100.8 53 .5
9 .00 21.38 3 .9 10.03 10.47 4.4 106.9 57 .5
10 .00 22 .53 3.9 11.14 11.61 4 .2 112 .6 61.5
Volume of Laterals 23 .0 APPROVED
Manifold Volume 6 .8
Force Main volume 23 .6 APR 14 2025
Total System volume 53.3 gallons MASON COUNTY ENVIRONMENTAL HEALTH
RET
1500 CAL. TRASH/PUMP
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APPROVED
APR 14 2025
MASON COUNTY ENVIRONMENTAL HEALTH
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APPROVED
APR 14 2025
MASON COUNTY ENVIRONMENTAL HEALTH
RET