HomeMy WebLinkAboutBLD1990-00082PROPERTY LINE
CLEAN
CONIC METER BOX
W/TRAFFIC COVER
;REMOVABLE COVER 'BLIND FLANGE)
' 2" POLY. STUB END
z 2' POLY R15ER
f' I
2POLY Y, Y E
J' t ALL .101NTS
M 56 F _�-c '
OUT DETAIL --- _ -
DATU
ASSUMED
VERY NEAR MLLW
280 ± TO BLUFF
I
J
-- -- 4
-4
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Y
V
4
fYi
W
w
m
LA. SHOP
- - - - TBM - EL = 9Z53'
" 30' 5FT15ACK
PUMP CONTROL } ON SLAB INSIDE DOORWAY
PANEL - - -
i � \
SEPTIC TANK
PROPOSED HOUSE
2 BD R N1 FTRN 1 \
rC CISTERN
PUMP (RAINWATER \ �\
CllAM6ER L-SySlE J
) 1 \ SL►$3
ex.c.o. 1 t
L- - - - - - - - -- J I II 11 \ - = 4 a.
o_—
r L T U I� E
PERFORATED (TYP-)
- - �i
1 A N D 100' MIN S BA;
A E.
'ouN FPOW o A A
Ex. tq _. 4 �� ALTERNATE - -
�0 \ q LOCATION
FOp�N�\SCNFR P FOR TRANSPORT LINE , A o_
PO4 \ \ i OR ZA LOW ��• i r
IN
_ � 1
STA. 1+50
PREFABRICATED CLEANOU1 PC 4" PVC NON -PERFORATED (,TYP` - - -
ENCLOSED IN A TRAFFIC -PROOF
METER BOX. (TYP. OF 2) Mq/� PRECAST CONC DISTRIBUTION BOX _� 1\ F`
SEE DETAIL
270 - TC SLUFF
1
PLAN - -
5' MIN. RESEED TOP WITH GRASS
j CLOVE2 AFTFR COMPLETION RESTORE ROAD SURFACE
SANDY LOAM FILL
r /�, Y/i Inspection Port SPhce Box. Cord- ripass Latching Ltd
r ^' rJ / r' � r " J r I-� r (' !'r' - - — /' 1\\j/ Cord Grips
EX. r r r- _ t 6" PVC ShP cao —24• _
GROUND �� r N r ✓ r ✓ �II'LLI _ V Dta- Ficermass Riser
_ E" PVC Rteer
t A" Ball Valve
Epoxy Grout 1'd" Neoprene Grommet
�,j— ' \ 7o Elec. Panel--
//.�\\\ — I �� EPozy Grout
4' f C \ 1 W-Dta. PVC Hose and Valve Assembiv
FILTER FABRIC -� �Y �� j PERFORATED r W 1 J e- Mercury Level Control Assembly
DRAIN LINE (/ pl. la i_ Alarm ` ` W/Adlustebte Level Limits
O b c 1 O \ - t3" s�<- On I Check Valve
II `D O O �(7 Z IIIfLI COMPACTLD -\ Olt
Z I Polyethylene vault
/(L1 Adjust Ploot Levels to
III Fifteen t'h"-Dta. Notes
Ilw BACKFILL 'I 60 gallons/Dose
Polyethylene Screen
1000 Collor i
I L11 I Pps'
Pumump Cndmoer Goulds Effluent Pump Nc.S5C
IWcferfiohl )
Ill II = \ Neoprene Flap Check
01
REST121CTIVE LAYERS
BED PIPE
I� _ IN SAND A
N
1 /z' POLYETUYLENE
FORCE MAIN PUMP CHAMBER DETAIL NO SCALE
PERFORATED DRAIN TRANSPORT LINE
TYPICAL TRENCH SECTIONS SCALE: " = I'
EX TRAMSFORMEk -4CICArE F
Ef PEDESTA_' \ ORCE AfAIA/ AT ----- -
of it
57A 3,00
CLEANOUT
NOTES :
1. Fill shall be sandy loam, extending a minimum of 5 feet beyond the trench wall
on the uphill side, and 10 foot beyond the sides and bottom of the distribution
area on the downhill side. Submit sample for approval prior to construction.
2. 4" perforated drain lines shall be laid level and parallel to the contours.
3. Drain rock shall be clean non -deteriorating stone, 1/2 - 2 inch range.
4. Minimum cover over transport line shall be 3 feet
5. Dose volume equals 60 gallons. The floats shall be adjusted in the field
depending upon the pump chamber supplied.
6. Pump chamber components are from ORENCO Systems - Phone 503 673-0165. Pump
shall be Starite S-50 effluent pump 1/2 HP, 115 volts.
7. Pump controls shall be mounted on the southwest corner of the shop and include:
Audio -Visual Alarm, on a separate circuit, and a Hand Off automatic switch,
similar or equal to ORENCO Simplex controls.
8. Construction shall occur only during the dry portion of the year. Contractor
shall be careful to avoid smearing, and compacting the drainfield area.
9. Clearing and grubbing shall be the minimum required for installation of the
drainfield. Care shall be taken to preserve all available soil depth.
10. Transport line shall be buried a minimum 3 feet deep, and bedded in sand.
11. A rainwater collection system is proposed for a water supply. The anticipated
daily use will be 60 gallons, thus the dose volume shall be 60 gallons for one
dose per day.
12. All fittings on polyethelene pipe shall be butt fused to the manufacturer's
specifications - Driscohipe per Maskell Robbins phone no. i20(,) 775- BODO
13. Pipe and fittings must be made to withstand pressures up to 50 psi.
14. Pump chamber shall be sealed on the outside to prevent infiltration.
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