HomeMy WebLinkAboutSWG2024-00330 - SWG Application / Design - 8/5/2024 MASON COUNTY 415 N BTH STREET, 0427-9 7 ,E 98580
SHELTON:380�2]-86]0.EXT 400
BELFAIR:360-27BA467,EXT 400
Public Health & Human Services ELMA:360482-5269,EXT 400
FAX:360-427-7787
On-Site Sewage System Tank Only Permit: SWG2024-00330
APPLICANT GOTTGETREU TREG C Phone:
Address: 470 E BALLANTRAE DR SHELTON, WA 98584
OWNER GOTTGETREU TREG C Phone:
Address: 470 E BALLANTRAE DR SHELTON, WA 98584
SEPTIC INSTALLER THAD BAMFORD* Phone: 360-790-2364
Address: 301 WALLACE KNEELAND BLVD STE 224332 SHELTON,WA 98584
Site Address: 470 E BALLANTRAE DR
Primary Parcel Number: 321275000096
Permit Description: Tank only
Permit Submitted Date: 08105/2024
Permit Issued Date: 0810612024
Issued By: Rhonda Thompson
Current Permit Fees Paid: $265.00 (additional fees may Ue required upon Installation of system).
Permit Expiration Date: 0810612025 Idased pn date of inepectimu
Type of Work OSS Repair
Components being Replaced: Septic Tank Only
Surfacing Sewage? No Existing Failure? Yes
Shoreline? No Horizontal Setbacks Met? Yes
Number of Bedrooms: 2 Drinking Water Source: Public Water System
Additional Details: IM-1250
Permit Conditions:
3 Masan County Asbuilt Form, Record Drawing, and Installation fee must be submitted for
final installation approval.
1 Horizontal setbacks per WAC246-272A-0210 must be maintained, unless prior approval is
obtained
4 Proposed development subject to zoning requirements and approval by the planning
department staHper Mason County Title 17.
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.govlhealth/environmentaVonsite/oss-inspection-request.php or call:
360-427.9670,extension 400.
OFFICIAL USE ONLY
wTFMEDWa O•® N MASON COUNTY V - D
COMMUNITY SERVICES m
ARM ANM(CwnmunlV w aIM/FnN,mmental HIN111 � to
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ON-SITE SEWAGE TANK ONLY APPLICATION ; A
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APPLICANT PrvONE r
Treg C. Gottetreu 253-468-5137 z
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MAILINGADDRESS-STREET.OTY STATE,ZIP CODE w
470 E. Ballantrae DR. Shelton, WA 98584 z
SITE ADDRESS�STREET,CITY,Z". `„
Same �Y
NAME OF DESIGNER PHONE I`\
NAME OF INSTALLER PHONE 0
II_
Bamford Septic Repair, LLC 360-790-2364 w N
TYPE OF WORK(F WN DRINKING WATER SOURCE Q
❑ NEWCONSTRUCTIONIURGRADES � REPWRIREPLACEMENT O PRIVATE INDIVIDUAL WELL OPRNATETW0.PARTY WELL I2
CONPWENT(S)TO BE RERAOEd INSTALLED PUBLIC WATER SYSTEM ,^
E SEPTIC TANK 0 PUMPTANK ❑RV HOLDING TANN BEDROOMS' LOT SME a I V I
❑OTHER L O I O
OTHER DETAILS IaaMIMtlW KWI TAMySI SETBACK CHECKLIST
SURFACING SEWAGE E EXISTING FAILURE OSHORELINE tODFTa PUBLILI COMMUNITY WELLS ED ID
x
SUBMITTALS SOFT'a PRIVATE WELLS.SURFACE WATEft6,STREAMS,RIVERS
PLOT PLAN(REQUIRED) 0 TANK CROSS SECTION(REQUIRED) 0 IOPN DRIN UNG WATER SUPPLY LINES
Q PUMP DETAILS(IF APPLICABLE) 0 WAVER(S)(IFAPPLICABLE) 0 SFT+PROPERTY(EASEMENT LINES,FOUNDATIONS,FOOTINGS
ROT MAN CHECKLIST
0 to
0 PROPERTY LINES AND EASEMENTS ■ EXISTING(PROPOSED STRUCTURES N EXISTING/PROPOSED DES COMPONENTS AND LINES i
O WELLS WITHIN 1OOFT 0 WATER SUPPLY LINES M DRIVEWAYS(PARKING O SURFACE WATERS,STREAMS,RIVERS,ETC._
i DIRECTION OF SLOPE(CONTOURS 0 PERIMETER/CURTAIN GRAINS 8 NORTH ARROW 0SCALE BAR
DIPECTONS TO SIZE AND SITE CONDITIONS'.(Ba.bubU UAW)
OFFICIAL USE ONLY BELOW THIS LINE
UPGRADE I FAILURE SOURCE( ftTgPupu0)
Q VOLUNTARY AINTENANCEIPUMPING OBURDINGPERMIT 13HOMESALE [3COMPLAINT E] T R:
COMME NTS I CONDITI s
SEWAGE TANKS MUST BE LISTED UNDER DOH'USTOF REGISTERED SEWAGE TAN S'.TANKS MUST MEET CURRENT MINIMUM SIDE REQUIREMENTS,ECURPED WITH RISERS
AND LIDSTO SURFACE,AND INCLUDEIW EFFLUENT FILTER UFAPRIGBLE). PECg IXU NGANDINSTALLATIONREPOWREWIREDFORFINALAPPROYAL.
IN SPECTORSIGNATURE GATE APPLKATgN �T APPUCATIONAPFWOVEOI�EDB,,/,, DATE
Lf
THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC WEW ON THE MASON COUNTY WEBSRE REVISED 120W15
UINFILTRATOR IM-1250
Features B Bereft
Strong injection molded polypropylene construction
• Lightweight plastic construction and inboard lifting lugs allow
for easy delivery and handling
• Integral heavy-duty green lids that interconnect with F2snap
risers, Safety Star secondary safety lid system, and pipe riser
solutions
Structurally reinforced access ports eliminate distortion during
installation and pump-outs
Reinforced structural ribbing and fiberglass bulkheads offer
additional strength
• Can be installed with 6"to 48"(152 to 1.219 ram)of cover
P62VOA
Can be pumped dry during pump-outs
DSuitable for use as a septic tank, pump tank, or rainwater(non-
potable)tank
AUG U No special water filling requirements are necessary
MASON COUNTY ENVIRONMENTAL HEAL;HThe tank may be backfilled with suitable native soil.See
RET installation instructions for guidance.
The Infiltrator IM-1250 is a lightweight, strong and durable septic tank. This watertight tank design is offered
with Infiiltrator's line of custom-fit EZsnap risers and heavy-duty lids. Infiltrator injection molded tanks provide a
revolutionary improvement in plastic tank design, offering exceptional long-term strength and watertightness.
TANK CUTAWAY Partition baffle wall
HEAVY DUTY LID CUTAWA`
Reinforced 24" structural
access port
Structural bulkheads
-- MID-SEAM CUTAWAY
Reinforced water tight INFILTRATOR
mid-seam gasketed
connection
IM-1250 General Specifications and Illustrations
The IM-1250 is an injection molded two-piece mid-seam
polypropylene tank. The injection molded design of
thelM-1250 allows for a mid-seam joint that has precise LIFTING STRAP ITYRI LIFTING LUG(M) RISER GONNEGTION(EYE)
dimensions for accepting an engineered EPOM gasket.
The engineered mid-seam joint accepts a continuous
loop EPDM gasket. Infiltrator's EPDM gasket design - t _ 1e1.7
se
utilizes technology and materials from the sanitary ' I IKtDTH R
sewer pipe industry to deliver a reliable watertight seal. -- - -
The two-piece design is permanently fastened using I
a system of molded-in alignment dowels and locking _ 152s p.sael
seam clips. The IM-1250 is assembled and sold through EXTERIOR LENGTH
a network of certified Infiltrator distributors.
TOP VIEW
Must be Eackfilled and installed in
❑LI ❑ accordance with the Infiltrator IM-antl OUTRYLETP PIK
—
CM-Series Septic Tank General
Installation Instructions.For shall:APPROVED
y� r�
!1 J ground
water conditions reterenc6f-\ r P R O vE D
+; 9 the Infiltrator 1W and CM-Series Tank 5,1Z
A R,aeTl
�43'. Buoyancy Control Guidance. AUG O11 2O91CPM pLioEXTr=RI°R
pp HEIGHT
Please visit wvnvantiltratorvilA,'E�A CCUNTY ENVIRONMEWRI)HEALTH
or scan OR code for the latest RET °FTN'0
information.
END VIEW
'. Working GaPacity 1.278 GAL(4,8394 I
02�A 1 A os PJm
Total Capacity — 1,480 GAL 15,802 LI wm+L°�cllo ra uom Iaopsq FlREEeonRo wcllonl
IX E TEE
TEE
Airspace 18.30% .I � .r�1°i .n..
Length 154' (3,911 mm)
` I TNIGNNE95
Width 61.7- (1,567mm) MRCOOE w.o 'PER copE"
Length-to-Width Ratio 2.8:1 I REEbI el I
SUM
Height IJ Height 54.8' (1,387 men) . . .... ' .. d ,...:,... ...
Liquid Level 44"(1,118 mm)
Invert Drop 3"(76 mm) SIDE VM
Fiberglass Supports 4
coxnxuous
Corn rtments lor2 r roo eAsroNEaw
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Maximum Bural Depth 48'(1,219 mm) .�,,
Minimum Burial Depth 6'(152 mm) .-.i i<',._ (72) P
—� 1T pzI
Maximum Pipe Diameter C(102 mm)
Weight 4051bs(184 kg) mrtrnxl.w ENT Txxx eorraN
HKF
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#!+ Ea,]°°Oki seve,00k CT mo]s MID-HEIGHT SEAM SECTION
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Al E Wallace Kneeland Blvd STEk224-332
J1 Shelton, WA 9858/
PROPERTY INFORMATION
Loostion:470 E BALLANTRAE OR
Shelton
Tex ID'.321275000096
raw To: TREG C GOTTGETREU Use:
470 E BALLANTRAE DR
SHELTON,WA GENERAL SYSTEM TYPE:Conaentlonel (NorAP assurized)
98584
ON/D:3212---D0096
County Area:Oakland Bey MRA
Ftla
rap • • • .
qn
Inspected:O8/01/202/ - Inspection Type:PROPERTY SALE - Correees sbatautl B o corracfbna malfe Sufxn4fea dagT/2p24 by:
OOrnpanY Thaddeus Bamford Thaddeus Bamford
Bamford Bepfip Rellair,LLC
COMMENTS B GENERAL INSPECTION NOTES
Deficiencies Noted:deficiencies must be corrected to ensure proper longevity l the Onsite Sewage System.
Ren water waM1 gaNen hose nleaauling flow wisl ware'meter for 25 minutes ecaepiin9 a1122o gallons. Used camera[o bcaie drain fIW pipes
snare paeaey in,nveway. System is DDarat'IIXIBI do recommentl new lank sue 1.low water level.
WE
RAL SITES SYSTEM CONDITIONS _ Wt�Inepecied „_
deal Siro and SYslem Oondaonswere'.
_acese�bla l YES
t n t�ms n n.tea)' —red ice pedo tllf spC ty n tlinspecl ng eRuanl ham any mmDenenl(incWtl gmo ntl seepagonenro appear to be watertigM1t np ak : NOse encrosMme t( hudures4mpe .us surfaces) WA
r tills securely(astenetl upon tlepanure. —'-----� NOcelrepaasneetltl If YES be ins m memo: _ ,_ YESed comppnente eppae to be in 9ocb PM pal naili.n '—ry0ntresion on any comlxmenb. II YES descr be n commentsgpreblameobsas s ❑YESdasc'ba' co memo: --�- NO
ouseletmdurewasvawntmusetlnheguenllyassessmentoflMdralneel0wasn.i poealale - - _- ' -
ONSIrE SEWAGE SYSTEM INSPECTION DETAIL
xalnnwct.a
Tnis corn o emwas
O.Soxm 9up w on.nion:
o-eoxoevelsaetto allows ualanluentdounbmlon:
wIN In•Iwclea
Thounne nentas: ^^ Descent
EMue01 level within C rational Bmtls It NO ea lain In comments: YES
NI re wren buses in Rises NIh=No-.fta,29u,r
corn nmenl 1 Scum accumulation Inane d other s
Cam artmenit Slu acwmutaeon IrmM1ea,ii olM1ers c
corn n o nl2 arum secumulatbn Inch a d.thi n s
Gone anmem 2 Slud a aacumula4an Ince— d car er a NO
Pei recommended.
FUIly Impeded
This Le . Cm WdS YE$
GOIII eel a 5 m be tMc9M1n 66IMallda3l N^
Pondinn resent?If YES ea In In cpnmenro' NO
Drainsee was vacuumed flushed or M1 ro etled7 II YES a in 10 aommenre
me�rom.wew..w...mv=+ennuden wl•enro•avexmum.emawu.m.o.mwwa •wl.a�e+Iwamv+w�nnwnpw•..��+�.• pi off
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