HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 5FAN HOUSING
NON-SKID GELCOAT
AUXILIARY VENT
e 40 SCHD 40
INSULATED FILTER
'1-1/2' SCHD 40 PVC
RECYCLE LINE
I 6" SCHD 40 COUPUNG
PVC INLET
98-330
LOCKABLE ACCESS COVER
SAMPLE PORT
r-11 1/Y 04" SCHD 40
-e 1 2•
771
1-11/4' NOTES:
f 1. VENT MAY BE RUN UP THE SIDE OF BUILDING.
FINISHED GRADE
2'-0" MIN
6" SCHD 40 COUPLING
e 17 Ilf PVC OUTLET
TYPICAL
7'-4 /8'
VENT BOTH UNITS
5-8 1 /4• 5 -6
SUMP
e 4"
VENT TO BE SUPPLIED
BY THE CONTRACTOR
6' .\ CONCRETE
1' 0• BASE PAD
1
1-6" �CRUSHED STONE .- -e 69•� SHIPPINGM-,
WEIGHT DRY WITH MEs
I E MODEL 24/20 WITH 950 GALLON CLARIFIER
WEIGHT DRY WITH NO MEDIA 600 Ibs
BIOCLERE
TLE.-
FOR ADDITIONAL INFORMATION CONTACT:
Q
241 DUCHAINE BLVD.
Aquapomt P.O. BOX 50120
NEW BEDFORD, MA 02745
(508) 998-7577 FAX (508) 998-7177
k
4.0 CONCRETE FILLED STEEL PIPE
PROTECTIVE BOLLARD: PAINT GREEN
TO MATCH BIOCLERE UNIT.
(4) REQUIRED.
•� c
4
18" 3000 PSI CONCRETE
ANCHOR
GUARD POST
TH11
T'H9
THIO SOIL EVALUATOR: DAN OJALA P.L.S., SE
SOIL EVALUATOR: DAN OJALA P.L.S., SE BOH: AMY VON HONE, R.S.
SOIL EVALUATOR: DAN OJALA P.L.S., SE BOH: AMY VON HONE. R.S. EXCV. MIKE LEARY
BOH: AMY VON HONE, R.S. EX^/. MIKE LEARY DATE: 5/3/01 3 PM
EXCV. REID ELUS (ELLIS BROS.) DATE: 5/3/01 3 PM 0-2" 0 ORGANIC
DATE: 4-10-01 12 PM 0_2' 0 ORGANIC
0-2" O ORGANIC 2-4" A LOAMY SAND 10YR4y4 2-4" P. LOAMY SAND 10YR�4
2-4" A LOAMY SAND 10YR5/2 4-42" 8 LOAMY SAND 10YR5 6 4-40" ' LOAMY Sk 2.5 6
4-48" B LOAMY SAND 2.5Y7/6 42-138" C1 M/C SAND 2.5Y6/6 TRACE SILT 40-144' Ci M/C SAND 2.SY6/6 TRACE SILT
48-146• C1 M/C SAND 2.5Y6/4 TRACE SILT GROUNDWATER AT 132" GROUNDWATER AT 132"
GROUNDWATER AT 130'
EL 37.0 0"
EL 37.0 0" O/A 4'
EL. 37.0 O/A D" 0/A 4'
4"
B
B B EL
EL 33.5 42" AIW230 4/01 23.4 ZONE E-4.4
EL 33.0 48" AIW230 4/01 23.4 ZONE E-4.4
C1C1 80TTOM PERC AT 52"
BOTTOM PERC AT 58" 24 GAL POURED IN 5:30
24 GAL POURED, <6'AT 9:30
EL. 30.57 _ ADJ. WATER <2 MIN/IN EL 30.40 _ ADJ. WATER <2 MIN/IN EL
EL 26.00
EL. 26.16_ 130' EL 25.5
EL. 24.83 146'
132'
EL. 26.0
EL. 25.0
40" AIW230 4/01 23.4 ZONE E-4.4
C1 BOTTOM PERC AT 56'
24 GAL POURED <6 AT 7:00
ADJ. WATER <2 MIN/IN
132"
144"
NOTES:
1. IF INSTALLED IN GROUND WATER CONTACT
SITE ENGINEER FOR ANCHORING REQUIREMENTS.
2. VENT MAY BE RUN UP THE SIDE OF BUILDING.
FROM
BUILDING
at gTFFI I Inc
1.5" DIA.
RECYCLE LI
1/2 LIQUID DEPT
TYPICAL GROUND INSTALLATION
GENERAL FLOW SCHEMATIC
1-1/2" RECYCLE LINE
RECYCLED FLOW
1 /4"
12"JIM
TYPICAL SLOPE
TO LEACH FIELD
EEVNOIETT
NOTES: UNLESS OTHERWISE SPECIFIED:
1. CONCRETE V'NIMUM STRENGTH: 4,000 PSI O 26 DAYS.
30
2. STEEL RI-NFORCEMENT: 6 X 6 10 GAUGE STEEL WIRE MESH.
3. EYES: (4): 1/2' DIAMETER RE -BAR CAST IN PLACE AS SHOWN
6' FROM O.D., EQUALLY SPACED.
4. PAD TO 0- SUPPLIED AND INSTALLED BY CONTRACTOR
"A" DIA.
a
Y
4'-E'FISH
MODEL `A` PRECAST MOUNTING PAD
(MODELS
22 & UP)
19/22 7'
24 B'
YKt-I;HJI I,GMGINI r/ -\u
1%' PVC SCHO 40
RECYCLE LINE FROM
SIOCLERE UNIT(S)
TANK
INLET
SURROUND ENTIRE BIOCLERE (BELOW GRADE)
KITH 3/8" PEA STONE OR CLEAN SAND
* SEE NOTE 1 IF INSTALLED IN GROUNDWATER
1%" Recycle Line + Conduit
Installation. (Primary Tank)
11%" BiOfilter Recycle Line with 2" Conduit,
Installation at Primary Tank.
NOTES FOR CONTRACTOR:
1. SLOPE PIPE BACK TO SEPTIC TANK
WITH NO LOW POINTS.
Z USE PRESSURE FITTINGS ONLY.
3. PROVIDE 2' PVC CONDUIT WITH END CAP
AND GROMMET SEAL OR EQUIVALENT,
THAT WILL PREVENT SEWER GASES
FROM ENTERING THE BUILDING.
i
2' Dia SC'04C PVC CONDUIT FROM BUILDING
/fR \IIITC S\
PIPE TO BE INSTALLED
SCHD 80 PVC P'or
TO BE USE
INSIDE TANK
PVC 90' ELBOW INSTALLED
AT CENTER OF LIQUID DEPTH
(% DISTANCE FROM OUTLET
INVERT TO TANK BOTTOM)
FOR COMMERCIAL APPLICATIONS,
AN EXTENSION MAY BE REQUIRED
CRUSHED STONE
DETAIL SHEET ACCOMPANYING
SITE PLAN
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE AS NOTED DATE: 7-19-99
REVISED: 3-01-01
REVISED: 4-27-01
REVISED: 5-11-01
REVISED: 5-17-01
PREPARED FOR:
BORNSTEIN COMPANIES
508-362-4541
297 NORTH STREET fax 508 362-SBBO
HYANNIS, MAI T
DATE down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
SHEET 4 OF 4 939 main st. yarmouthport, ma 02675
30
10'
YKt-I;HJI I,GMGINI r/ -\u
1%' PVC SCHO 40
RECYCLE LINE FROM
SIOCLERE UNIT(S)
TANK
INLET
SURROUND ENTIRE BIOCLERE (BELOW GRADE)
KITH 3/8" PEA STONE OR CLEAN SAND
* SEE NOTE 1 IF INSTALLED IN GROUNDWATER
1%" Recycle Line + Conduit
Installation. (Primary Tank)
11%" BiOfilter Recycle Line with 2" Conduit,
Installation at Primary Tank.
NOTES FOR CONTRACTOR:
1. SLOPE PIPE BACK TO SEPTIC TANK
WITH NO LOW POINTS.
Z USE PRESSURE FITTINGS ONLY.
3. PROVIDE 2' PVC CONDUIT WITH END CAP
AND GROMMET SEAL OR EQUIVALENT,
THAT WILL PREVENT SEWER GASES
FROM ENTERING THE BUILDING.
i
2' Dia SC'04C PVC CONDUIT FROM BUILDING
/fR \IIITC S\
PIPE TO BE INSTALLED
SCHD 80 PVC P'or
TO BE USE
INSIDE TANK
PVC 90' ELBOW INSTALLED
AT CENTER OF LIQUID DEPTH
(% DISTANCE FROM OUTLET
INVERT TO TANK BOTTOM)
FOR COMMERCIAL APPLICATIONS,
AN EXTENSION MAY BE REQUIRED
CRUSHED STONE
DETAIL SHEET ACCOMPANYING
SITE PLAN
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE AS NOTED DATE: 7-19-99
REVISED: 3-01-01
REVISED: 4-27-01
REVISED: 5-11-01
REVISED: 5-17-01
PREPARED FOR:
BORNSTEIN COMPANIES
508-362-4541
297 NORTH STREET fax 508 362-SBBO
HYANNIS, MAI T
DATE down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
SHEET 4 OF 4 939 main st. yarmouthport, ma 02675