HomeMy WebLinkAboutSWG Application - 5/4/1987 SEWAGE SYSTEM PERMIT APPLICATION No. Permit Expires N / / 4
MASON COUNTY DEPARTMENT OF GENERAL SERVICES FOR-DEPARTMENT USE ONLY
ENVIRONMENTAL HEALTH DATE BASIS FOR FEE .. AMOUNT RECEIPT#
303 NORTH 4TH / P.O. BOX 186/SHELTON,WA 98584 �
• PHONE (206) 426-5561 ,�y ') phd: `J
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APP1CANT SIGNATU' zio( T f `l _ -1-k�S1 SITE: NApproved ❑Not Approved
AMASS PHONE9r/l' 0 BY\�.j-- - -S-
1PERT0 Cox if OWNER fYr peAc-r7zc W4
PR DESIGN SYSTEM REQUIRED
Y
d RGr /7/aR/44/o, INSTALLATION: Cl Approved 0 Not Approved
ADDRESS PHONE
1ri2 .. L., ft flrRcc�/Sutiv 4/4,1/646 - BY:
SEWAGE SEVIIAGE n
CONTRACTOR pc�i Cry p DESIGNER '�,/e A(/ p D DEPTH TO WATER TABLE
LEGAL DESCRIPTION Tw.� 2?� �T
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BUILDING f o Q/L c' BEDROOMS SIZE X_
SINGLE RESIDENCE /PUBLIC WATER NAME
WATER SYSTEM SYSTEM
COMMERCIAL ONLY
LIQUID WASTE G.P.D. ` t
DIRECTIONS TO SITE: SEPTIC TANK (S) l3c AL. PUMP REQ.
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FINAL INSPECTION REQUIRED BEFORE BACKFILLING
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S•bVVHlit J Y J I t!vI rt-I-uv'I I .-„ , LI\--t' ...,Y FOR ' 'ARTMENt USF ONLY
MASON COUNTY DEPARTMENT OF (s FERAL SERVICES BASIS FOR FEE AMOUNT
1 ENVIRONMENTAL HEALTH DATE
• ; 303 NORTH 4TH / P.O. BOX 186/ SHELTON,WA 98584
•; i///' "I .11111111111ME
PHONE (206) 426-5561 �, -� SITE: y Approved 0 Not Approved
APP!L�lCANT SIGNATURE ,.:a�J/� IJ .c �
l l o A r 4 ,/jl<= e l_/ PHONE ..
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noogF�ss 7 /7/r �'. , -i i,.A ,/�,'5k DESIGN SYSTEM REQUIRED t+ r� -
TY ..� �.�
'1 PROPERTY OWNER 0 Not Approved
DR ,<' t -/,�:'J,A.L'CADDRESS P INSTALLATION: 0 Approved
{�HONE
SEWAGE SEWAGE
CONTRACTOR /1 #7, c,01 U DESIGNER i-.i[ //r i 0 DEPTH TO WATER TABLE
LEGAL DESCRIPTION • :.. ' — //,, 1 \ l
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I / NO. OF LOT
BUILDING i I c 1„'/TYPE OF , L ` BEDROOMS SIZE X—
SINGLE RESIDENCE Q.,--- PUBLIC WATER LJ NAME
WATER SYSTEM
COMMERCIAL ONLY
LIQUID WASTE G.P.D.------- — — \� ^
1 '
DIRECTIONS TO SITE: SEPTIC TANK (S) > G,AL. /PUMP RED•a�
•
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'� ,' ) '^�./ ,'s�( \ '; •'. ,;•.FEET
' '' :-• FILTRATION AREA TOTAL
SQUARE FEET
`� ` 'FINAL INSPECTION REQUIRED BEFORE BACKFILLING
4 _/'t.' ` . /-.•/,' !: 2 / /.. - 6:.?'• I`� ' t l
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`i 2"STRAW OR PAPER
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SITE PLAN AND SPECIAL STIPULATIONS I o-SECTION OF TRENCH
(INDICATE DIRECTION OF DRAINAGE) CROSS
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( . PROPERTY OWNER'S COPY
MINIMUM CONSTRUCTION & COMPONENT REQUIREMENTS FOR OPERATION
& MAINTENANCE ACCESSIBILITY
1. Control panel with programmable timer and counter, and alarm.
2. Riser on pump tank (sealed and watertight) with firmly secured lid,i.e., hex bolts or
locking devise ( a 1000 gal. liquid capacity pump tank is recommended for surges
of use. )
3. Screw caps at ends of laterals.
4. Clean outs brought up within six(6) inches of finished surface of ground . Maximum
angle permitted is 45 degrees.
5. Ends of laterals permanently marked. Examples, rebar laid horizontal, Metallic
marking tape.
6. Orifice holes must be faced at 12 o'clock position ( may have end hole facing down for
drainage). •
7. Orifice shields required or cover with length of larger diameter pipe cut lengthwise.
8. Ball or gate valves on laterals near manifold if installed on a slope.
9. When a pressure drainfield is installed on a slope downslope from the septic tank:
A) Install dosing tank (pump tank) below drainfield and have the pump line enter the
manifold from the bottom. If this pump location would not allow for inspection
and/or service of the tank, the pump tank will be placed upslope of the drainfield
next to septic tank.
B) Construct / install anti-siphon devise in pump tank to avoid siphoning downslope to
drainfield area, and install;
C) HydoSplitter( located at top of drainfield ) used with a separate line to each lateral,
or ;
D) Pressure check valve ( adjustable using spring or weights ),
or;
E) Hydroteck valve (mechanical ratchet)
or;
F) Some other devise that assures equal distribution of all laterals and keeps the
bottom lateral from being overloaded.
10. Check valves on manifold between laterals if installed on a slope , to prevent effluent
from running to bottom lateral and overloading the bottom lateral.
11. Valves must be Schedule 40 or greater.
12. Valve locations will be permanently marked (see example #5)
13. All piping must be a minimum of Class 200 ( laterals,manifold and transport pipe).
14. Septic tank filter required, unless followed by a dosing (pump) tank where a filter
surrounding the pump will be required (note: maximum pump capacity when using a
screened vault is 30 gal./min.). It will be recommended to have both filters.
15. Minimum numbers of doses/day will be set for six (set on control panel).
16. Riser on septic tank (sealed and water tight, unless known water table is one foot
lower than septic tank) with firmly secured lid,i.e. hex bolts or locking devise and a
riser above septic tank filter (if used) will be required if finished grade over tank is
greater than 12 inches. Heath SeNices
17. Observation ports installed , wPIkO'VED
Meson Count
tntttalsy —� —_
Dept.
Date --''"
Gravity Systems
14,16
Pressure Systems (when pump tank is installed below drainfield):
1 ,2,3,4,5,6*,7*,8*,9A*,1 0*,1 1 *,1 2, 13*,14*,15*,1 6
Pressure Systems (when pump tank is installed above drainfield):
1,2,3,4,5,6*,7*,8*,9B*, 9(C,D,E,or F)*, 11*,12,13*,14*,15*,16
Sand Filter
1 *,2,3,4,5,6*,7*,1 1 *,1 2,13*,14*,
15*, Minimum number of doses/day will be set for twelve (12).
17. Observation ports:
a) Installed in sand filter at gravel and sand interface.
b) Installed in drainfield within ten (10) ft. of beginning of each line and one within
ten(10) feet of the end of each line.
Pressure Mounds ( when pump tank is installed below mound):
1 ,2,3,4,5,6*,7*,8*,9A*,1 0*,1 1 *,12,1 3*,14*, 15*,1 6
17. Observation ports : Installed in middle of mound at a.) the depth of the mound and
original ground interface and, b) at gravel and sand interface.
Pressure Mounds - on a slope (when pump tank is installed above mound on slope):
1,2,3,4,5,6*,7*,8*,9B*,9(C,D,E,or F)*,11*,12,13*,14*,15*,16,17
17. Observation ports: Installed in middle of mound at a.) the depth of the mound and the
original ground interface and, b) at gravel and sand interface.
DESIGNS NOTES
1. Additional curtain drains may be required do to unforseen water problems.
2. Seeding of final cover is responsibility of owner to prevent cover from washing away.
Recommended to be done as soon as posible.
3. Septic tank filters required on designs. ( and risers to the surface for removal of filter
for cleaning.)
4. Drainlines must follow contours.
5. Install drainfield during dry weather only.
vo5 q
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SEWAGE SYSTEIVI PEHIVII I AVt'Llui-k I iul\I i•11 V•
- MASON COUNTY DEPARTMENT OF ‘, .4ERAL SERVICES FOR ' •ARTMENT USE ONLY
ENVIRONNENT,;L HEALTH DATE BASIS FOR FEE AMOUNT OEM
303 NORTH 4TH / P.O. BOX 186/SHELTON,WA 98584 _i---// .
// k, ) • 7--•,-. ,,,. ..,,,.... • J .• •
PHONE(206)426-5561
0 Nit Approved
APN,CANT SIGNATURE , MOE SITE: Ki Approved . .
ADOWS
PO /.7e,Y •-(1(,f- s- P14cit'll .
PROPERTY OWNER DESIGN SYSTEM REQUIRED )-----
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ADDRESS PHONE INSTALLATION:'0 Approved 0 Not Approved
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SEWAGE _ BY:
CONTRACTOR /1 2 el I C./2 0 DESIGNER Zile- /7., .-,, 0 , .
DEPTH TO WATER TABLE
LEGAL DESCRIPTION •. •••-• 4 ? t/
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SINGLE RESIDENCE Ei,..----PUBLIC WATER t-1 '',,;,, ,i3;:',....::' '•,:r: "‘ !'-,••,,'-...1,,---,•,,,. ..•,'. - ''?::
WATER SYSTEM SYSTEM LJ NAME-------- '` • '
COMMERCIAL ONLY ' - - •" "-':'''-''''.'.,''.'-''.' ''"4--"':';:.:''"."•7 '''' -.;;"; ''';:'...:-.'i :;7•'•:•-;,••••.:'=r:‘7,17;7%:
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DIRECTIONS TO SITE: SEPTIC TANK (S)_._;-.---.L—. ).GckL. .• PUMP REQ.
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'FINAL INSPECTION REQUIRED BEFORE:BACKFILLING,
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