Report ........_ , _____
ALOHA SANITARY SERVICE INVOICE NO.
8600 SW Hillsboro Hwy., Hillsboro, OR 97123 1 1 891
503-644-2797 • 503-648-6254 • 503-846-1951 (FAX)
www.alohasanitary.com • Email: info@alohasanitary.com
NAME: „e71—
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ADDRESS: itl?rel 54j ,, d 142.4.-i, CITY:At'
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Jos SITE: la_377, —2 ::-/4";;;;44./y /,eirN_, ,it, ,.,A
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PAID By CHARGE GI CHECK LI CASH J CREDIT CAR i 710
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DATE ,2.--/z.., -2-11V DRIVER -v1,1 -741 id/7:.(4/ AMOUNT
I Ilt$ PUMP SEPTIC TANK
- 124:1Z5 60
0 INSPECTION FEE 1
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J SERVICE CALL
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Li LABOR,LOCATING,DIGGING,BACKFILL
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$ 2i--). '-11
• • rHiS iS Nor A SEP Pc S>S TEA /*SPEC RON RE OTAL -fr
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TYPE OF TANK: STEEL 3 ' NCRETE j pLA„76/J HOMEMADE 3
HORIZONTA 3 VE MAL D R. TANGLE 3 0 OTHER
SIZE OF TANK: 3500 5000 7 OLI 11100 12500 15003 20000 30000
LID LOCATION: INLET 0 OUTLET\LJ MIDDLE j ENTIRE TOP 0
TANK CONDITION: GOOD 0 FAIR 3 POOR 0
FITTINGS: BAFFLES LI CONCRE I. CAST IRON Li PLASTIC D
GROUND COVER OVER TANK
COMMENTS
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Customer Signature DAM?. _/02 _71/ V
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E10' MIN 5' MIN
IFROM PROPERTY UNE
1
I PIPE JOINT
11%.1' 0" MIN ." PI 10' MIN.ABOVE GROUND
• ; T'/�.V rn r,��V 1X•SIOPE MIN.��1.A.:
:��. :•3•: • •• �`:% 2'-0" MIN
ri' •: ' SEE DR''WELL SIZING CHARTS
r_;.® ® n !�iC� FOR REQUIRED DEPTH AND
R;� A� DIAMETER. MINIMUM HEIGHT -
12"THICK LAYER OF "TO r-L.® ® n 'I12" 5FT, MINIMUM DIAMETER = 28'
2-i" ROUND ROCK BEIWWEEN •!I® ® n Mil
PR UNING MID EARTH WALL, ILL. "IITA
UP TO THE UD. rs'n n ® r,'.r.:
1. Provide protection from all vehicle traffic,equipment staging,
and foot traffic in proposed infiltration areas prior to,during,
and after construction. Exhibit 2-36: Drywall Sizing Table
Once approval has been given by EMS for onsite infiltration of stormwater,
2. Siting criteria:Gravelly sand,gravelly loamy sand,or other the following chart shall be used to select the number and size of drywells.
equally porous material must occur in a continuous 5'deep Gray boxes are acceptable.
stratum within 12'of the ground surface. IMPERVIOUS 28" Diameter 48" Diameter
3. Sizing:Exhibit 2-36 is used to appropriately size the Area Drywell Depth Drywell Depth
drywell(s)based on the amount of impervious area that (sq—ft) 5' 10' 15' 20' 5' 10' 15' 20'
each drywell is designed to manage. This chart shall be 1000
used as guidance,is based on field experience,and should 2000 ,E
iilik.
be used as minimums only. 3000
4. Drywell shall not be installed where base of facility has less 4000
than 10'of separation to water table. 5000 =
6000
5. Top of drywell must be below lowest finished floor. 7000
8000
6. Setbacks(from center of facility): 9000
a.10'from foundations 10000 NM
b.5'from property lines -
c.20'from cesspools.
7. Piping shall be ABS SCH40,cast iron,or PVC SCH40. 3"
pipe must be used for up to 1500sf of impervious area,
otherwise 4"minimum. Piping must have 1%grade and
must follow current Uniform Plumbing Code.
-DRAWING NOT TO SCALE-
STORMWATER MANAGEMENT MANUAL TYPICAL DETAILS
-Simplified/ Presumptive Design Approach- NUMBER
L Drywall SW-170
Bureau of Environmental Services