HomeMy WebLinkAboutSEP2018-00137 - 03 ASBUILTri
CONVENTIONAL SYSTEM AS-BUILT INSPECTION REPORT
lnstaller: Carl Johnson & Son LLC (Jacob Johnson)
Permit Owner:Samuel Bain
Designer:Suzanne Martin
Site Address: 40 West Swaney ST, Port Hadlock, WA 98339-9630
Parcet # 961804918
Permit # SEP18-00137
Design Flow:480 gpd
ABSORPTION AREA:
DRAINFIELD TRENCH WIDTH
LENGTH 267 3'
TRENCH DEPTH
12-30"
TANK SIZE # OF BEDRMS
2-1000 sal 4
#GAL/DAY
480 gpd
lF PUMP AND PUMP CHAMBER REQUIRED: Shroud/Screen
Tank Size:
Float Arrangement
High water float - distance to top of tank/emergency storage
Dose drawdown (# of inches) # Gallons/Dose
Timer/Dose Counter info Pump Size/ Manufacturer
COMMENTS (inspection notes, changes from design or deficiencies installation)Attach additional sheet(s) if necessary
Water line not yet installed
Users Manual Provided to Homeowner mailed 2 Mav 2019 Date
ATTACH ASBUILT DRAWING signed by Designer or stamped/signed by a Licensed Professional Engineer
ICERTIFY THE INFORMATION PROVIDED ABOVE WAS
VERIFIED BY INSPECTION, THE SYSTEM WAS INSTALLED
AS DESIGNED AND APPROVED by JEFFERSON COUNTY
_(DATE) OR THAT CHANGES HAVE BEEN
NOTED THIS SYSTEM IS IN COMPLIANCE WITH WAC 346.272
1 May 2019 5100342
Designer Date License #
oPermit Conditions SEPl 8-001 37:o
1.) H-existing water line has been decommissioned
3.) H-old septic tank has been properly decommissioned
4.) Distribution box has speed-levellers and riser to finish grade
5.) H-OM agreement has been filed with Auditor: #622774
6.) Pre-cover inspection had been conducted
8.) H-Record drawing and OM manual have been completed
14.) Construction of this system has met or exceeded RS & Gs and Washtington State &
Jefferson county code and regulations.
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A - 2- 1000 gaLLon, PeninsuLa septic tanks; risers e ef f Luent
f iLter in pLace
B - distribution box; risers and speed -LeveLLers instaLLed
C - l80gpd conventionaL drainf ieLd
D - monitoring ports
E - cLean -out
F - reserve dred ( r l330sf I
G - astm 3034 4" sewer Line
Design Parameters:
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fhis system is designed to process 360 gallons of typical residential strength
sewage per day with infrequent peak flows of 480 gallons/day. Extended flows
above 360 gallons/day or at waste strength above parameters, may cause system
failure.
Septic Tank effluent design waste strength parameters (maximum levels):
-CBODS: <l=125 mgA
-TSS: </=80 mg/l
-FOG: </=20 mg/l
Permit Condi ions SEP l8-00137l.l H -existing water Line has been decommissioned
3.) H-oLd septic tank has been properLy decommissioned
d.l Distribution box has speed-LeveILers and riser to finish
grad e
5.1 H -0M agreement hds been f iLed with Auditor | *6227'll
6.1 Pre-cover inspection had been conducted
8.1 H-Record drawing and 0M manuaL have been compLeted
ld.l Construction of this system has met ot exceeded RS r Gs and
Washtington State t Jefferson county code dnd reguLations.
WATER LINE NOT YET INSTALLED
April 2019
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Record Drawing for SEP18-00137
Site Area: +/-0.19 ac
Area Soils: Dick Loamy sand, 0-'15% slope
Elevations are approximate/from Jefferson County website
0 40'
SCALE 1"=2O FEET
Legend
Soil Log
Wa. State Department of health
Jefferson County Public Health
OnSite Sewage Disposal System
Biochemical Orygen Demand
Total Suspended Solids
FaG, Oils & Greases
Rec-ord Drawin PreDdred for
SamueL Bain
40 West Swdney Street-Port HadLock
Lots l-6 r dl; BLock lg; IronddLe t2
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Sec. 3l: Twp 30N ;R lWwm
SEP l8-00137: ApriL 2019; 133-21
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