HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 14/
IF QUIRED FOR
TURE
E CHANGE:
ALTERNATIVE REPARKING DSARRANGEMENT
- INDICATES PARKING POSSIBLE ON GROUND LEVEL OF BUILDING 8
.OFFICE OR STORAGE USE ON 2ND STORY ONLY
SCALE: 1" = 60'
NOTE: SUBJECT TO MINOR CHANGE DUE TO
COLUMN PLACEMENT: ASSUME 10 SPACES LOST TO COLUMNS
133 NEW SPACES - 24 LOST SPACES
NET GAIN 109 SPACES
LEBARON 1AO910 OR E0. OVER
CLEANOUT TO GRADE.
IYS0fl:T6Y ;]
z'- 10"
F_
26"
MANUF. Le BARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4"
32"
24"
N� v.
3"
FRAME
TH2
AND
19' TEE
COMPARTMENT 2 W/ GAS BAF E
GRATE
-�SDDDT'A�7500
BLDG 5
SCALE: 3/4" =
MINIMUM WEIGHT:
t'-0"
388 LBS.
8400
SF ISI LL OR LC`
SLAB EL 38.5 3"
_ _FULL PIPF HFIGHi
SOIL EVALUATOR: DAN OJALA P.L.S., SE
Q 26C,
WITNESS: KELDA WELCH (BOH)
EXCV. STEVE VAUGHN(BORTOLOTTI)
DOWN CAPE ENGINEERING
EXCV. SCOTT (BORTOLOTTI)
EXCV. SCOTT (BORTOLOTTI)
DATE: 7-2-99 2 PM
EXCV. STEVE VAUGHN(BORTOLOTTI)
DATE: MAY 22 1999
DATE: MAY 22 1999
- PRELIMINARY SCHEMATIC
DATE: 7-2-99 2 PM
0-2" 0 ORGANIC 10YR3/2
0-3" 0 ORGANIC 10YR3/2
0-2" 0 ORGANIC 10YR2/1
0-2" 0 ORGANIC 10YR2
2-5" A LOAMY SAND 10YR4/4
3-8" A LOAMY SAND 10YR4 4
SMH
2-4" A LOAMY SAND Y
O
5-38" 8 LOAMY SAND 10YR6/6
38-66" Cl M/C SAND 2.5Y6/6
37.41
4
4-36" B LOAMY SAND 2.8.577/6/6
36-66" Cl M/f SAND
/ I
30-48" Cl M/C SAND 2.576/6 10% GRAVEL
48-68" C2 MED SAND 2.577/3
60"-84" C2 LOAMY SAND 2.5Y8/4 (REMOVE C2 FOR DRAINAGE,
84"-132" C3 M/C SAND
LEv\'
78-144"C3 M/C SAND 10YR5/6
68-168"C3 M/C SAND 2.576/6 LENS OF SILT LOAM FROM 5'-10'
/ II
78"-138" C3 M/C SAND 2.5Y7/6
GROUNDWATER FOUND AT 10.8'
GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE
NO GROUNDWATER FOUND
NO GROUNDWATER FOUND
CL
UNSUITABLE; REMOVE
EL 37.14 0 0"
El. 37.75 0"
EL. 37.7 0 0"
EL 36.7 0"
2"
0 3„
2"
0 2"
A
g"
z
A
4"
3 �
B ZONE E
B ZONE E
B
B
EL. 33.97 38- AIW247 4/99 23.9 -ZONE D-5.3
/ /xI, �� TWO STORY NIXED USE BUILDING II
EL. 34.7 36"
EL. 33.7
FIRST FLOOR PARKING II
AIW230 4/99 23.5 ZONE E-4.5
C7
2ND FLOOR: 33,992 SF OFFI E
I I
USE 5.3' ADJ.
Ci USE 5.3' ADJ.
b / 8 31 9 2 SF F&G
Cl
El. 33.75 48"
SLA L7T8.5 iq!
1 5'IM
O V T
C2
EL 3212 66"
BOTTOM PERC AT 81"
C2 BOTTOM PERC AT 46"
68" 24 GAL POURED
EL. 30.70 84"
EL 29 70 C2
84"
EL.C31.64 - ADJ. WATER 24 GAL POURED IN 4:30
/
IF QUIRED FOR
TURE
E CHANGE:
ALTERNATIVE REPARKING DSARRANGEMENT
- INDICATES PARKING POSSIBLE ON GROUND LEVEL OF BUILDING 8
.OFFICE OR STORAGE USE ON 2ND STORY ONLY
SCALE: 1" = 60'
NOTE: SUBJECT TO MINOR CHANGE DUE TO
COLUMN PLACEMENT: ASSUME 10 SPACES LOST TO COLUMNS
133 NEW SPACES - 24 LOST SPACES
NET GAIN 109 SPACES
LEBARON 1AO910 OR E0. OVER
CLEANOUT TO GRADE.
IYS0fl:T6Y ;]
z'- 10"
F_
26"
MANUF. Le BARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4"
32"
24"
N� v.
3"
FRAME
TH2
AND
19' TEE
COMPARTMENT 2 W/ GAS BAF E
GRATE
-�SDDDT'A�7500
AL
SCALE: 3/4" =
MINIMUM WEIGHT:
t'-0"
388 LBS.
PARKING CALCULATIONS:
OFFICE USE: 100,800 SF X 1/200 SF = 504 SPACES REQ.
504 SPACES PROVIDED (INCL. 11 ACCESSIBLE SPACES).
STORAGE USE: 74,884 SF (1/200)=375 SPACES REQUIRED
36 SPACES PROVIDED (INCL. 1 ACCESSIBLE SPACE)
NOTE: IF REQ.'D FUTURE PARKING EXPANSION ON GROUND LEVEL
OF BLDG 8 YIELDS NET GAIN OF 109 SPACES FOR 145 TOTAL.
FUTURE STORAGE USE: 40,892/200 = 205 REQ,
ZONING RELIEF FOR 60 CARS REQUIRED.
(VERSUS 339 SPACES PARKING RELIEF FOR CURRENT LAYOUT)
TREE CALC: 540 SPACES X 1 TREE/8 CARS = 68 REQ.
(68+) 3" CALIPER PARKING TREES SHOWN
BIOCLERE UNIT
1
STl
ASM C-4]8 4'O
PRECAST MANHOLES
-_-- H_- O RUT TOP--SEGT
ACME OR EQUAL
TH2
SEPTIC 19' TEE
TAN �_
COMPARTMENT 1 W/ GAS BA E
19' TEE
COMPARTMENT 2 W/ GAS BAF E
SOIL EVALUATOR: DAN OJALA P.L.S.
-�SDDDT'A�7500
AL
FORMED INVERT TO
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
_ _FULL PIPF HFIGHi
SOIL EVALUATOR: DAN OJALA P.L.S., SE
-60SCH4O PPC -
CONCRETE BALLAST
TH1
TH2
TH3
11 s r+rwc-mrn.�:LLnrr_SAN
IN 3I0 CMR 15.255 'CONSTRUCTION IN FILL SPiC61E0 I REMOVE TOP & SUBSOIL COMPACT SUBBASE
31.64'
REMOVE TO THE 80TTOM OF THE B LAYER AND
_ _- ---- __ NY UNSUITABLE SOIL AS SHOWN A VE M E N T CROSS
S E C TI 0 NEE
SOIL EVALUATOR: DAN OJALA P.L.S.
SOIL EVALUATOR: DAN OJALA P.L.S.
SOIL EVALUATOR: DAN OJALA P.L.S., SE
TH4
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
DOWN CAPE ENGINEERING
SOIL EVALUATOR: DAN OJALA P.L.S., SE
WITNESS: KELDA WELCH (BOH)
WITNESS: KELDA WELCH (BOH)
EXCV. STEVE VAUGHN(BORTOLOTTI)
DOWN CAPE ENGINEERING
EXCV. SCOTT (BORTOLOTTI)
EXCV. SCOTT (BORTOLOTTI)
DATE: 7-2-99 2 PM
EXCV. STEVE VAUGHN(BORTOLOTTI)
DATE: MAY 22 1999
DATE: MAY 22 1999
- PRELIMINARY SCHEMATIC
DATE: 7-2-99 2 PM
0-2" 0 ORGANIC 10YR3/2
0-3" 0 ORGANIC 10YR3/2
0-2" 0 ORGANIC 10YR2/1
0-2" 0 ORGANIC 10YR2
2-5" A LOAMY SAND 10YR4/4
3-8" A LOAMY SAND 10YR4 4
2-4" A LOAMY SAND 10YR5/ 2
4_ 36" 8 LOAMY SAND 2.577/6
2-4" A LOAMY SAND Y
O
5-38" 8 LOAMY SAND 10YR6/6
38-66" Cl M/C SAND 2.5Y6/6
8-30" B LOAMY SANG 10YR5 8
36-60" Cl M/F SAND 2.577/4 (LOWER 12" t0YR3/2)
4-36" B LOAMY SAND 2.8.577/6/6
36-66" Cl M/f SAND
66-78- C2 SANDY LOAM 7.5YR6/6 (FIRM, UNSUITABLE)
30-48" Cl M/C SAND 2.576/6 10% GRAVEL
48-68" C2 MED SAND 2.577/3
60"-84" C2 LOAMY SAND 2.5Y8/4 (REMOVE C2 FOR DRAINAGE,
84"-132" C3 M/C SAND
2.577/4
66"-78" C2 SILT LOAM 2.5Y6/4 (UNSUITABLE, REMOVE)
78-144"C3 M/C SAND 10YR5/6
68-168"C3 M/C SAND 2.576/6 LENS OF SILT LOAM FROM 5'-10'
2.5Y7/6 OK FOR SAS)
78"-138" C3 M/C SAND 2.5Y7/6
GROUNDWATER FOUND AT 10.8'
GROUNDWATER FOUND AT 12.0' ON SOUTH SIDE OF HOLE
NO GROUNDWATER FOUND
NO GROUNDWATER FOUND
CL
UNSUITABLE; REMOVE
EL 37.14 0 0"
El. 37.75 0"
EL. 37.7 0 0"
EL 36.7 0"
2"
0 3„
2"
0 2"
A
g"
A 8.,
A
4"
A 4..
B ZONE E
B ZONE E
B
B
EL. 33.97 38- AIW247 4/99 23.9 -ZONE D-5.3
EL. 35.25 30" AIW247 4/99 23.9 -ZONE D-5.3
EL. 34.7 36"
EL. 33.7
AIW230 4/99 23.5 ZONE E-4.5
AIW230 4/99 23.5 ZONE E-4.5
C7
36"
USE 5.3' ADJ.
Ci USE 5.3' ADJ.
EL. 32.7 60"
Cl
El. 33.75 48"
C1
1 5'IM
O V T
C2
EL 3212 66"
BOTTOM PERC AT 81"
C2 BOTTOM PERC AT 46"
68" 24 GAL POURED
EL. 30.70 84"
EL 29 70 C2
84"
EL.C31.64 - ADJ. WATER 24 GAL POURED IN 4:30
EL. 32.08
6"AT 10:30 <2 MIN/IN
C2 IN/IN <2 M
EL. 31,05 _ ADJ. WATER
EL. 30.64 78"
5.3
5.3'
C3
C3
C3
C3
EL. 26.34 _ OBSV. WATER AT 10.8'
EL. 25.75 _ OBSV. WATER AT 12.0'
�OUR 2 CU::�R. tN
_-_-_-_-_-_-_-_-_-_____-___-___-_-_-_
EL. 25.14 144"
EL. 23.75 168"
EL. 26.7 132"
EL. 25.2138"
TH5
THS
SOIL EVALUATOR: DAN OJALA P.L.S., SE
DOWN CAPE ENGINEERING
TH6 (AUGER HOLE)
SOIL EVALUATOR: DAN OJALA P.L.S., SE
DOWN CAPE ENGINEERING
SOIL EVALUATOR: DAN OJALA P.L.S., SE
EXCV- STEVE VAUGHN(BORTOLOTTI)
DATE:
SOIL EVALUATOR: DAN OJALA P.L.S.
EXCV. STEVE VAUGHN(BORTOLOTTI)
)
DOWN CAPE ENGINEERING
7-2-99 2 PM
DOWN CAPE ENGINEERING
DATE: 7-2-99 2 PM
EXCV. STEVE VAUGHN(BORTOLOTTI)
0-2 0 ORGANIC 10YR2/1
DATE: 4-27-99 2 PM
0-3" 0/A LOAMY SAND 10YR3/2
DATE: 7-2-99 2 PM
2-4" A LOAMY SAND 10Y
4-36" B LOAMY SAND 2.577//66
3-5" E LOAMY SAND 10YR7
0-2" O/A LOAMY SAND 10YR4/2
2-4" E LOAMY
36-66" Cl MSAND 2.576/4 (TRACE SILT)
0-1" 0 ORGANIC t0YR2/1
1-3" A LOAMY SAND 10YR3/2
5-34" 8 LOAMY SAND 1077 8/2
34-132" Cl MED SAND 2.5Y7/4
SAND 10YR6/1
4-36" 6 LOAMY SAND 10YR6/6 VARIGATED COLORS AT 84"
66"-72" C2 SILT LOAM 2.577/4 (UNSUITABLE, REMOVE)
3-36' B LOAMY SAND 10YR6/8 10% GRAVEL36-132"
Cl M/C SAND 2.5Y7/6
72"-138" C3 M/C SAND 2.576/4
36-126" Cl M/C SAND 2.5Y7/6 10% GRAVEL
GROUNDWATER AT 10.5'
GROUNDWATER AT 10.6'
NO GROUNDWATER FOUND
- I
` O
O
ce
1 4' ORIFICE ALTERNATE TOP & BOTTOM
60' O.C. WITH SHIELDS
g
EL. 36.9 0"
x'•scx-w
cl[,Ixwr
p�
AT ra tr0
EL 38.0 0"
0 1"
0
(13 ORIFICES PER LATERAL)
A2-
A
A 0;;
EL 35.44 O/
EL. 36.20 0"
6"eSp1 b PVC u4/IFOLDL_-_-_-_-_-_-_-_-_-_-----_-._-_-_-_-
3"
O/A 2"
4"
B ZONE E
E 5•�
E
B
AIW247 4/99 23.9 -ZONE D-5.3
EL. 33.9 36"
4"
EL. 35.0 36"
AIW230 4/99 23.5 ZONE E-4.5
B ZONE E
B
Cl
USE 5.3' ADJ.
EL. 32.60 34" AIW247 6/99 24.3 -ZONE D-6.0
AIW230 6/99 23.9
EL. 33.20 36• AIW24ZONE 7 6/99 24.3 -ZONE D-6.0
Cl
ZONE E-5.1
USE 6.0' ADJ.
AIW230 6/99 23.9 ZONE E-5.1
EL. 32.5 66"
USE 6.0' ADJ.
EL. 32.0 C2 72"
EL. 31.8_ ADJ WATER
Cl
BOTTOM PERC AT 78"
Cl
24 GAL IN 8:30
5:3'
EL. 30.94 _ ADJ. WATER <2 MIN/IN
EL. 31.60 _ ADJ. WATER
C3
EL. 26.5 _ OBSV. WATER AT 10.4'
6.0'
EL. 26.5 138"
EL. 26.4 126"
EL. 24.94 - 126"
EL. 25.60 127"
EL. 23.55 132"
_
EL. 25.20 732"
NTS
DRAINAGE SYSTEM
l
- 1 SCALE: 1' 200' /' �0 MIRAFI 140N
SOLID SECTION 4
4S• FABRIC OVER
Y {>
OVERLAP 12"
mI {�
DRILL (2) 1"0
' HOLES
4" PEASTONE OVER PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS
LENGTH
BETWEEN
STRUTRENCHCTURES
U E) % CORRUGATED HDPE PIPE SNP-)
�
OF 2{ o ADS N-12 OR EQUAL
mom' x`235. 3 .75"-1.5" DOUBLE
150'
\ C�/ WASHED STONE 2.0 (TYP.)
o a o p o 3 C.B. TRAP
�d 01 ALL UNSUITABLE MATERIALS TO BE REMOVED �Q p O Q..0p 12"O HDPE PIPE
FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH 8 - O J ELBOW
AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT.
786, .o/ UNSUITABLE SUBSOIL AVERAGED 3' DEPTH,
TRENCH CROSS SECTION SLOTTED H-20 PROPOSED
\ ♦ 2' o� {1000 GALLON PRECAST
NTS BOTTOM LEVEL AT EL. 31.9 12"0 HDPE H-20 CATCH BASIN
ADJ. G.W. EL. 30.9' LEVEL BETWEEN BASINS
0X6'-8" SHOREY SOLIC
v ON SOUTH END OF SITE BASIN H-20 OR EQUAL
SE
' SEE ATTACHED DRAINAGE CALCULATIONS DRAINAGE r C R 0 S S SECTION
NOT TO SCALE
ELEVATION VIEW
8" H-20 FF(G FI 'S I IGTFF)
98-330
1. BLOCKS AS REQ.
TOP OF STRUCTURE
CL
LEACHING _
I FINISH
-ALDMINUM-HATCH--__. - ..4"O -TO-VO-EXPANSION-- - -LAWN$
3 30 XX 0 it 1
PITCH
DD5 MIN.
PUMP CHAMBER
-2000 GAL H-'
H-2
_'-3' AIA$-. -- -_
I TYP
12" X 3" 1" TOPCOAT MASS DPW
CCBERM TYPE 11
2" BINDER
IOQO�O�OopOpo�0p0
12" PROCESSED GRAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
11 s r+rwc-mrn.�:LLnrr_SAN
IN 3I0 CMR 15.255 'CONSTRUCTION IN FILL SPiC61E0 I REMOVE TOP & SUBSOIL COMPACT SUBBASE
31.64'
REMOVE TO THE 80TTOM OF THE B LAYER AND
_ _- ---- __ NY UNSUITABLE SOIL AS SHOWN A VE M E N T CROSS
S E C TI 0 NEE
UAL SEWAGE PUMPS
NTH -RAIL -MOUNT -SYS - -
. _
SEPTIC SYSTEM_
SECDON
_NST�NEYVD
UNSUITABLE ALMAY VARY, TO
NOT TO SCALE
INSPECT REMOVAL
SCALE: 1" - 5'
HORR. & VERTICAL
- PRELIMINARY SCHEMATIC
OF DESIGN TO DEP REQ.'S
LeBARON CAST IRON
SEE PAVEMENT SECTION
H-20 RATED
VALVE BOX TO
FEMALE ADAPTOR & THREADED PLUG
CL
SYMMETRY
GRADE. (20J REO.
SLEEVE TO ALLOW MOVEMENT
c� drro tr cpm
L!&tJH iAoulo OR tw
POURED CONCRETE DONUT
REDUCE?
2 CU f. MIN.
DRILL LAST HOLE IN EACH
1 5'IM
O V T
iwlOntD quG
4 05CH 40 PVC 90' TEE
LATERAL ON TO VENT
SCH 40 PJC
LATOP
AIR WHILE LLS
�OUR 2 CU::�R. tN
_-_-_-_-_-_-_-_-_-_____-___-___-_-_-_
_-_-_---_-_-_-_-_-
-_ -_
1.5"OSCH40 PJC
1tt Ntn .
3000 CONC.
T
THRUST BLOCK'
1.5'eSCH40 UTERAI
oC�o
90 ELECTIC& CONDUIT SWEEP
"w oR ar
AROUND CONNECTION '6RISER
(TIP.) VARIES
O f4
M'
O
INVERT LEVEL AT
fi vu�2rrt ewo (rvn
6' TO 4' TEE .' T-
- I
` O
O
ce
1 4' ORIFICE ALTERNATE TOP & BOTTOM
60' O.C. WITH SHIELDS
g
x'•scx-w
cl[,Ixwr
p�
AT ra tr0
08 �
0
(13 ORIFICES PER LATERAL)
O
`
a 00
or c.a.
uuutaDs
or rr¢
6"eSp1 b PVC u4/IFOLDL_-_-_-_-_-_-_-_-_-_-----_-._-_-_-_-
_
�
°8 J
T� '------------------
\
SEP nQ
PIPING DETAILS
V. 7
Lttn. ii 11
SIDE ELEVATION VIEW
--- - -
NTS
DRAINAGE SYSTEM
l
- 1 SCALE: 1' 200' /' �0 MIRAFI 140N
SOLID SECTION 4
4S• FABRIC OVER
Y {>
OVERLAP 12"
mI {�
DRILL (2) 1"0
' HOLES
4" PEASTONE OVER PIPE 12"0 SLOTTED H-20 MORTAR ALL COMPONENTS
LENGTH
BETWEEN
STRUTRENCHCTURES
U E) % CORRUGATED HDPE PIPE SNP-)
�
OF 2{ o ADS N-12 OR EQUAL
mom' x`235. 3 .75"-1.5" DOUBLE
150'
\ C�/ WASHED STONE 2.0 (TYP.)
o a o p o 3 C.B. TRAP
�d 01 ALL UNSUITABLE MATERIALS TO BE REMOVED �Q p O Q..0p 12"O HDPE PIPE
FOR 5' HORIZONTALLY AND TO REQUIRED DEPTH 8 - O J ELBOW
AROUND ALL LEACHING TRENCH. ENGINEER TO INSPECT.
786, .o/ UNSUITABLE SUBSOIL AVERAGED 3' DEPTH,
TRENCH CROSS SECTION SLOTTED H-20 PROPOSED
\ ♦ 2' o� {1000 GALLON PRECAST
NTS BOTTOM LEVEL AT EL. 31.9 12"0 HDPE H-20 CATCH BASIN
ADJ. G.W. EL. 30.9' LEVEL BETWEEN BASINS
0X6'-8" SHOREY SOLIC
v ON SOUTH END OF SITE BASIN H-20 OR EQUAL
SE
' SEE ATTACHED DRAINAGE CALCULATIONS DRAINAGE r C R 0 S S SECTION
NOT TO SCALE
ELEVATION VIEW
8" H-20 FF(G FI 'S I IGTFF)
98-330
1. BLOCKS AS REQ.
TOP OF STRUCTURE
CL
LEACHING _
I FINISH
-ALDMINUM-HATCH--__. - ..4"O -TO-VO-EXPANSION-- - -LAWN$
3 30 XX 0 it 1
PITCH
DD5 MIN.
PUMP CHAMBER
-2000 GAL H-'
H-2
_'-3' AIA$-. -- -_
I TYP
12" X 3" 1" TOPCOAT MASS DPW
CCBERM TYPE 11
2" BINDER
IOQO�O�OopOpo�0p0
12" PROCESSED GRAVEL
MDPW M1.03.1 VIB. ROLLER COMPACTED
SEPTIC SYSTEM DESIGN DATA
OFFICE USE: 100,800SF (75 GPD/1000 SF)= 7560 GPD SYSTEM TECHNOLOGY & COMPONENTS TO BE SIZED TO DISCHARGE
STORAGE USE: NO FLOW GENERATED: (400 SF OFFICE =30 GPD) EFFLUENT WHICH MEETS CCCOMMISSION GROUNDWATER STANDARDS
PRELIMINARY DESIGN ILLUSTRATED: TO BE REFINED DURING PERMITTING PROCCESS.
NO GARBAGE DISPOSALS ALLOWED TOTAL DESIGN FLOW = 7590 GPD. PRESSURE DOSING UTILIZED.
FIX USE 12,000 GAL PUMP CHAMBER
LEACHING: USE (2) 71'X100' LEACHING FIELDS = 14,200 SF
(NOTE: TO BE REDUCED TO 7600 GPD CAPACITY)
SYSTEM TO UTILIZE AWT BIOCLERE OR EQUAL SECONDARY TREATMENT UNITS UNDER
440 GPD/40000SF MAX. (692,168 SF)= 7613 GPD ALLOWED UNDER TITLE 5.
A
NERAL USE STATUS FOR DENITRIFICATION AND ENHANCED TREATMENT OF EFFLUENT.
FINAL NITROGEN CONCENTRATIONS WILL BE APPROXIMATELY 19 PPM TO MEET THE CCCOMM.
MASS BALANCE CALCULATION OF 5PPM AT THE PROPERTY LINE. SEE ATTACHED NITROGEN CALCULATIONS FOR SITE.
DETAIL SHEET ACCOMPANYING
SITE PLANT
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
yh�t_ SCALE AS NOTED
DATE DATE: 7-19-99
REVISED: 9-20-99 (DESIGN FLOW, FIRE LANES, MISC.)
PREPARED FOR:
BORNSTEIN COMPANIES
297 NORTH STREET
HYANNIS, MA Off 508-362- 8W
lax 508 362-9680
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
SHEET 2 OF 2
11 s r+rwc-mrn.�:LLnrr_SAN
IN 3I0 CMR 15.255 'CONSTRUCTION IN FILL SPiC61E0 I REMOVE TOP & SUBSOIL COMPACT SUBBASE
31.64'
REMOVE TO THE 80TTOM OF THE B LAYER AND
_ _- ---- __ NY UNSUITABLE SOIL AS SHOWN A VE M E N T CROSS
S E C TI 0 NEE
UAL SEWAGE PUMPS
NTH -RAIL -MOUNT -SYS - -
. _
DETAIL SHEET
_NST�NEYVD
UNSUITABLE ALMAY VARY, TO
NOT TO SCALE
INSPECT REMOVAL
SEPTIC SYSTEM DESIGN DATA
OFFICE USE: 100,800SF (75 GPD/1000 SF)= 7560 GPD SYSTEM TECHNOLOGY & COMPONENTS TO BE SIZED TO DISCHARGE
STORAGE USE: NO FLOW GENERATED: (400 SF OFFICE =30 GPD) EFFLUENT WHICH MEETS CCCOMMISSION GROUNDWATER STANDARDS
PRELIMINARY DESIGN ILLUSTRATED: TO BE REFINED DURING PERMITTING PROCCESS.
NO GARBAGE DISPOSALS ALLOWED TOTAL DESIGN FLOW = 7590 GPD. PRESSURE DOSING UTILIZED.
FIX USE 12,000 GAL PUMP CHAMBER
LEACHING: USE (2) 71'X100' LEACHING FIELDS = 14,200 SF
(NOTE: TO BE REDUCED TO 7600 GPD CAPACITY)
SYSTEM TO UTILIZE AWT BIOCLERE OR EQUAL SECONDARY TREATMENT UNITS UNDER
440 GPD/40000SF MAX. (692,168 SF)= 7613 GPD ALLOWED UNDER TITLE 5.
A
NERAL USE STATUS FOR DENITRIFICATION AND ENHANCED TREATMENT OF EFFLUENT.
FINAL NITROGEN CONCENTRATIONS WILL BE APPROXIMATELY 19 PPM TO MEET THE CCCOMM.
MASS BALANCE CALCULATION OF 5PPM AT THE PROPERTY LINE. SEE ATTACHED NITROGEN CALCULATIONS FOR SITE.
DETAIL SHEET ACCOMPANYING
SITE PLANT
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
yh�t_ SCALE AS NOTED
DATE DATE: 7-19-99
REVISED: 9-20-99 (DESIGN FLOW, FIRE LANES, MISC.)
PREPARED FOR:
BORNSTEIN COMPANIES
297 NORTH STREET
HYANNIS, MA Off 508-362- 8W
lax 508 362-9680
down cape engineering, Inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main st. yarmouthport, ma 02675
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