Decision 4645 Site Plan of Land 2L
I
... .. PHI TES�ATH
_,.RAILROAD';�` BgA,.RIO
LOCUS W t) ~
l D -CAPE' HIGHWAY
L OCUS MAP 1�l I
ASSESSOR'S MAP 110. PARCEL 8
ZONING DISTRICTS. 83 6 APD MIN FRONTAGE - 100'
MIN LOT AREA 40000 S.F. MAX BUILDING HEIGHT - 35'
SETBACKS: FRONT - 30'. SIDE f0', REAR - 30' P A •T• �%
MAX1A4U4OUILDING COVERAGE - 35x. _ rT r T'�'S 1 lA. urcrRASLN
MAXIMUM LOT BUILDING
COV - 70z WHEN ARTIFICIAL RECHARGE `/j% f-7 1 1 �.�y�asrwrE �®RIO-98.5z J8 / `
OF EXCESS RUNOFF IS PROVIDED. ON. CATCH BASIN 5w.snDIST
1O"'E- --I ,
- -- •• •' \\
FLOOD ZONE X. PANEL 25001CO583J DATED 71/6//4 99.1-
R
99.6 ver v.r I� �� \ \Ives
AREA CALCULATIONS: Ye i996 -,, -0'AI�_ �DI\61
YY 7 YN0Pa5'l:U �ANDS'CAPLO RC U _...100 �S `� PROPOSED-CATdf { \ 1
TOTAL LOT AREA - 27.8101 S.F. - 0.643 ACRES _I ABOUND'SIG'N PIANILO WI111 BASIN RIM -100.5
\
NAf1YF HS AND /OR i
ORNAML.NAI.
TOTAL BUILDING AREA - 5.0003 S.F. - 18.Ox OF SITE FAA. LHASSCY_ 48_25-£'�\ '0u ' \.'. � ` '
TOTAL PARKING AND DRIVE - 13,3823 N 84
S.F. - 48.1x OF SITE 5 00' _ OI y \ oO {99 5
TOTAL IMPERVIOUS AREA - 18.3823 S.F. - 66. lx OF SITE � rw0 Posl£P - �{,- PRO
OPOSED CA
101.6 Wit 1117 SIGN -1OUUII CR 1101.5 BASIN RIM -140.0) 1
W1 RED AfIO r,p1.,.9,
PARKING CAL COLA TIONS: LEII -
k BLACC K 11X/NG
INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - 10 PEOPLE ° oloSrolA""
24' `
STORAGE USE. 3000 SF / 300 SF PER PERSON - l0 PEOPLE !1H0I1USIU J (,AtfP,H a .
TOTAL OCCUPANCY LOAD - 20 PEOPLE IHLIS 10 Of. PIR {? $ Q y
S1 LL Pl AN R(VII W iIAM [ AC. 1 Q
I SPACER OCCUPANTS FOR BUISINESS/INDUSTRIAL- 10 SPACES REOW RED _,\ R m d°I V ?-1000 ' PI rs +
TOTAL SPACES PROVIDED - l0 SPACES / Oz J
\ TI .. P _ N/3- ST AROVW ' 4'
1027 \ / nl PROPOSED -I- 01.2 II
\ / LICHT MPI
1- 1� 021-m1.1
i SITE
lug z
GENERAL NOTES
II'
f01 a \ y
1. PROPERTY LINE INFORMATION WAS COMPILED FROM
AVAILABLE PLANS AND DEEDS OF RECORD AND DOES m CID
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
1 n y i
\ 1 �
2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS pROpOSED BUILDING
SET. SEE SITE PLAN. THREE BAYS
FL -103.0 0 //
3. NO DETERMINATION HAS BEEN MADE.AS. TO HOLDING I
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING t tli'ue, 5 CO VERT TAAW j
REGULATIONS. !T SHALL REMAIN THE CLIENTS rr. •6 :.n! Is IroltO1NG- n _ `' E\
1.1 rt Sr I! r'?Ali rl VII IL AM z l_ � I
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL _ 01 8
o ' �_f02.1 1102-5
PERMITS. VARIANCES ETC. FOR THIS PROJECT. DUSTING
BUILDING
4 IT SHALL REMAIN. THE CLIENT'S RESPONSIBILITY m
TO NAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
To BE CONTAINED ON SITE.
6. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
80ARD OF HEALTH REGULATIONS.
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
fi APPROVED EDUAL.
9. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE AND WATERTIGHT.
10. D -BOX 1S TO BE WATER TESTED TO CHECK FOR LEVEL.
Il. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
I-886-DIG-SAFE,AND THE LOCAL WATER DEPT.
E FOR LOCATION OF UNDERGROUND UTILITIES.
B
'. SEPTIC TANK
INVERT ELEVATIONS:
DESIGN CRITERIA:
®
9'MINIMUM.
b
IXI�11Nb
BE TO FINISH GRADE
3' MAXIMUM COVER INVERT AT BUILDING:
102.0
DESIGN FLOW:
FIRST 2' TO
INVERT IN SEPTIC TANK:
SE I'1fC SYS!IY
FACTORY. INDUSTRIAL AND STORAGE USE
I
MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK:
100.4
3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPO
M
INVERT IN DIST. BOX:
100.27
LOT
5
FLOOR DRAINS (TYP1
100.1
-
102.0 100.4 2
I N-20 9• DOUBLE WASHED STONE INVERT IN LEACH CHAMBER:
100.0
/
11'
98.0
BOTTOM OF LEACH CHAMBER:
IU
27. 810*
S. F.
- /
D-BOXI
SEF FLOOR PLANS-
r300
D -BOX W/4' STONE AROUND. 12.8'• x 25'1 x 2'd OBSERVED GROUND WATER:
4
G.P.D. X IOOx - 300 GAL. 2nd COMP
1500 GAL H-20
.
EXACT LOCATIONS
PROPOSED GRAVEL
�^
94.0
SEPTIC TANK 6' CRUSHED STONE OR
.FOR
I
2-500 allLON
DESIGN PERC RATE ! 5 MIN/INCH
PROF I L E: NOT TO SCALE
LEACHING Ch"ERS
W14' STONE AROL*D
SOIL TEXTURAL CLASS - I
q y
2 �
EFFLUENT LOADING RATE - 0.74 GPD/SF
" rP.1
o
-
VENT
12.a
,
_ DAAIRI6E ssAL[
-
^
W/4' STONE AROUND. A-471 S.F.
N u
471 S.F. x 0.74 - 348 G.P.D.
T
'am
TOTAL NITROGEN LOADING ALLOWED BASED ON L,`
CAST IRON GASKETED COVERS
50
SIZE - 27,810 S.F.110.000 X 110 - 305 GPC
to-
HOLDING TANK NOTES
NITROGEN LOADINGPROPOSED - 300 GPD. OK
` VENT TO BE ROUTED
I. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE
SOIL TEST PIT DATA&
rP.r
-
z
5
r� �1 STATE AND LOCAL -
PROPOSED
rA = OBSERVED
6666�a!" TIES = pta4TDW r£R
PLUMBING CODES
' cn"
LIGHT Inv!
AND a2: BETWEEN THE TWO TANKS AS CLOSE TO THE BOTTOM
rP .r
TP .2
CAST IRON
AS POSSIBLE.D-
HORIZON TEXTURE
COLOR 104.0 0' HORI2ON TEXTURE COLOR 104.0
' - ALL INR£T. VENT .ANDFILL
F I L L
_•.
99'0 ELECTRICAL HOLES r0 BE
R
_____________
JD1.3 28' -------------__
F w - PROVIDED W1771 FACTORY
a.
CONTRACTOR 15 REQUIRED FOR THIS HOLDING TANK
la. /
75x CAPACITY INSTALLED BOOTS.
85 -
INSTALLATION.
Cl 1IFDIW
IOYR CI MEDIUM lOYR
EAR DETECTION DEVISE
3. OPERATION AND MAINTENANCE OF THIS SYSTEM
SAND
Z/3 SAND 7/3
REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH
A
WATER ALARM SOUNDS 175x CAPACITY!. CONTROL PANEL
Q
2-8' DIAM + 6' DEEP PITS
TO BE LOCATED INSIDE OF BUILDING. so
o
.._..._-. PAVED Q
1102.9
INSTORE AROLNfI
�
a n
PROPOSED
PARKING AREA
H-20 PRECAST NON -HAZARDOUS 1500 GALLON
OF THE HOLD/NG TANK TO THE 804RD OF HEALTH
WASTE WATER TANK BY ACME PRECAST CO.
AND M4SS DEP. 12 -
NO MATER
94.0 12 NO WATER U I 0
INNER TANK IS A 1500 GALLON MONOLITHIC TANK
PROPOSED SLW
OUTER TANK IS A 2500 GALLON H-20 TANK.
DA TE., JULY 3O. -
BASIN 0
TEST BY: STEPHENN HAAS AS
TANKS TO BE FACTORY WATERPROOFED
WITNESSED BY: ANY VOMIONE
-
PERC RATE: ( 2 MINIINof.
INDUSTRIAL WA S TEWA TER
\
HOLDING TANK
11 n u ' J
- :.I IN
-
PROPOSED GTCN
I
B' MIN.'N20 CAST
IRII 1G'
Il
[:: !N HUFFIR - C
LEVELING COURSE IRON FRAME AND COVER
BASIN R!W/01.0
IIIYP
PXOPOSFD J' CA! IYEk
All Intl:' !;11-41E
AND ffl NCll
_ _. _i'
_'
�I 120
i
/Rif At 10' OC IN BU/fLH
w I
At IIRNAIF 5PRUC.L AND BIBL'I!
f500 GALLON
/
1��
2 COMPARTMENT
'. SEPTIC TANK
INVERT ELEVATIONS:
DESIGN CRITERIA:
®
9'MINIMUM.
-W-'
WATER LINE
BE TO FINISH GRADE
3' MAXIMUM COVER INVERT AT BUILDING:
102.0
DESIGN FLOW:
FIRST 2' TO
INVERT IN SEPTIC TANK:
100.65
FACTORY. INDUSTRIAL AND STORAGE USE
BE LEVEL
MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK:
100.4
3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPO
4- DIAM CAST IRON
INVERT IN DIST. BOX:
100.27
LOT
5
3/4' - 1 1/2' DIA. INVERT OUT DIST. BOX:
100.1
TOTAL FLOW - 300 GPD
102.0 100.4 2
I N-20 9• DOUBLE WASHED STONE INVERT IN LEACH CHAMBER:
100.0
/
11'
98.0
BOTTOM OF LEACH CHAMBER:
98.0
27. 810*
S. F.
- /
D-BOXI
300 G.P.D. X 200# - 600 GAL. Irl COMP
r300
D -BOX W/4' STONE AROUND. 12.8'• x 25'1 x 2'd OBSERVED GROUND WATER:
N/A
G.P.D. X IOOx - 300 GAL. 2nd COMP
1500 GAL H-20
.
m
PROPOSED GRAVEL
.
94.0
SEPTIC TANK 6' CRUSHED STONE OR
STORAGE AREA .
I
2-500 allLON
DESIGN PERC RATE ! 5 MIN/INCH
PROF I L E: NOT TO SCALE
LEACHING Ch"ERS
W14' STONE AROL*D
SOIL TEXTURAL CLASS - I
q y
EFFLUENT LOADING RATE - 0.74 GPD/SF
" rP.1
srvE c1IED
-
VENT
12.a
,
_ DAAIRI6E ssAL[
-
I'...
W/4' STONE AROUND. A-471 S.F.
JI SF MIN 10'
471 S.F. x 0.74 - 348 G.P.D.
- 32' DIAM HEAVY DUTY
TOTAL NITROGEN LOADING ALLOWED BASED ON L,`
CAST IRON GASKETED COVERS
SIZE - 27,810 S.F.110.000 X 110 - 305 GPC
to-
HOLDING TANK NOTES
NITROGEN LOADINGPROPOSED - 300 GPD. OK
` VENT TO BE ROUTED
I. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE
SOIL TEST PIT DATA&
rP.r
- NON -HAZARDOUS 1500 GALLON WASTE WATER TANK
�I INDICATES g INDICATES
PERCOLATION
r� �1 STATE AND LOCAL -
FROM ACME PRECAST CO. AUDlQ AND VISUAL ALARMS WITH
' Y -_. __ _ _ _
-I-_- -. _.
•L -'BUFFER 6 T6' PROPOSED J' CAL IPFX
I1 ID AI Ip IRC[ At 1a' OC IN 81/FTEx
103,4 IJO! A-. 23 ,I30-Yj At I RNATT SPRUCE AND 81801
5 'a 104 6
1„
.,.LOG U D
I mo l
0 15 30 -- 60
ACCESS COVERS MUST
INVERT ELEVATIONS:
DESIGN CRITERIA:
®
9'MINIMUM.
-W-'
WATER LINE
BE TO FINISH GRADE
3' MAXIMUM COVER INVERT AT BUILDING:
102.0
DESIGN FLOW:
FIRST 2' TO
INVERT IN SEPTIC TANK:
100.65
FACTORY. INDUSTRIAL AND STORAGE USE
BE LEVEL
MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK:
100.4
3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPO
4- DIAM CAST IRON
INVERT IN DIST. BOX:
100.27
/000 SF OFFICE x 75 GPD/1000 SF - 75 GPD
---/Do ---
3/4' - 1 1/2' DIA. INVERT OUT DIST. BOX:
100.1
TOTAL FLOW - 300 GPD
102.0 100.4 2
I N-20 9• DOUBLE WASHED STONE INVERT IN LEACH CHAMBER:
100.0
100.65 W2AAFFL 100.27
98.0
BOTTOM OF LEACH CHAMBER:
98.0
SEPTIC TANK REQUIRED: 2 COMPARTMENT
10000 s00 a
3 OUTLET 2-500 GAL
LEACHING CHAMBERS ADJUSTED GROUND WATER:
N/A
300 G.P.D. X 200# - 600 GAL. Irl COMP
r300
D -BOX W/4' STONE AROUND. 12.8'• x 25'1 x 2'd OBSERVED GROUND WATER:
N/A
G.P.D. X IOOx - 300 GAL. 2nd COMP
1500 GAL H-20
SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP
2 COMPARTMENT H 20
BOTTOM OF TEST HOLE a1:
94.0
SEPTIC TANK 6' CRUSHED STONE OR
SOIL ABSORPTION SYSTEM REQUIRED:
COMPACTED BASE
DESIGN PERC RATE ! 5 MIN/INCH
PROF I L E: NOT TO SCALE
SOIL TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
300 GPD / 0.74 GPDISF - 405 S.F. P.EOUIRED
PROVIDED: 2-500 GAL LEACHING CHAMBERS
-
W/4' STONE AROUND. A-471 S.F.
471 S.F. x 0.74 - 348 G.P.D.
- 32' DIAM HEAVY DUTY
TOTAL NITROGEN LOADING ALLOWED BASED ON L,`
CAST IRON GASKETED COVERS
SIZE - 27,810 S.F.110.000 X 110 - 305 GPC
TO FINISH GRADE.
HOLDING TANK NOTES
NITROGEN LOADINGPROPOSED - 300 GPD. OK
` VENT TO BE ROUTED
I. HOLDING TANK SHALL BE H-20 PRECAST CONCRETE
SOIL TEST PIT DATA&
'THRU BUILDING IN
ACCORDANCE KITH
- NON -HAZARDOUS 1500 GALLON WASTE WATER TANK
�I INDICATES g INDICATES
PERCOLATION
r� �1 STATE AND LOCAL -
FROM ACME PRECAST CO. AUDlQ AND VISUAL ALARMS WITH
rA = OBSERVED
6666�a!" TIES = pta4TDW r£R
PLUMBING CODES
FLOAT SWITCH SET AT al: INTERIOR TANK AT 75x CAPACITY
ALL PIPING TO BE
AND a2: BETWEEN THE TWO TANKS AS CLOSE TO THE BOTTOM
rP .r
TP .2
CAST IRON
AS POSSIBLE.D-
HORIZON TEXTURE
COLOR 104.0 0' HORI2ON TEXTURE COLOR 104.0
' - ALL INR£T. VENT .ANDFILL
F I L L
_•.
99'0 ELECTRICAL HOLES r0 BE
2, A PUMPING CONTRACT WITH A LICENSED SEPTIC J2_
_____________
JD1.3 28' -------------__
F w - PROVIDED W1771 FACTORY
a.
CONTRACTOR 15 REQUIRED FOR THIS HOLDING TANK
la. /
75x CAPACITY INSTALLED BOOTS.
85 -
INSTALLATION.
Cl 1IFDIW
IOYR CI MEDIUM lOYR
EAR DETECTION DEVISE
3. OPERATION AND MAINTENANCE OF THIS SYSTEM
SAND
Z/3 SAND 7/3
REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH
u_RR_ Ja2�R�p�p4�
t�+a•d+�16m�6 ta4N �,°p�wY18i 84N�
WATER ALARM SOUNDS 175x CAPACITY!. CONTROL PANEL
6' CRUSHED STONE
TO BE LOCATED INSIDE OF BUILDING. so
OR COMPACTED BASE
4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION
H-20 PRECAST NON -HAZARDOUS 1500 GALLON
OF THE HOLD/NG TANK TO THE 804RD OF HEALTH
WASTE WATER TANK BY ACME PRECAST CO.
AND M4SS DEP. 12 -
NO MATER
94.0 12 NO WATER U I 0
INNER TANK IS A 1500 GALLON MONOLITHIC TANK
OUTER TANK IS A 2500 GALLON H-20 TANK.
DA TE., JULY 3O. -
TEST BY: STEPHENN HAAS AS
TANKS TO BE FACTORY WATERPROOFED
WITNESSED BY: ANY VOMIONE
-
PERC RATE: ( 2 MINIINof.
INDUSTRIAL WA S TEWA TER
HOLDING TANK
B' MIN.'N20 CAST
CLAY BRICK
LEVELING COURSE IRON FRAME AND COVER
1 102.6
0
8' H2O CAST IRON
FRAME AND ORATE
OR FRAME AND COVER
C!A>' BRICK LEVELING C:OUYSE
- - Wht_AHFD !N PLACE
I -DIA VENT
12- HDPE PIPE FROM CLEANOUT 12' HDPE PIPE
CATCH BASIN (FOR SUMP) TEE TO LEACHING PIT
Z H-20 50LID
v CATCH BASIN
H-20 CONC SLAB
f 6' DIAM •� W/12' DIA LEACH HOLE
CA TCH AND SUMP BASIN
DE TA I L
NO SCALE
LEGEND
®
CONCRETE BOUND FOUND
®
WATER GATE
-W-'
WATER LINE
O
HYDRANT
GO
GAS GA TE
-G-
GAS LINE
®
CATCH BASIN
:-:
UTILITY POLE W1 GUY WIRE
-- OHW --
OVER HEAD WIRES
-T-
UNDERGROUND TELEPHONE LINE
440.4
EXISTING SPOT ELEVATION
---/Do ---
EXISTING CONTOUR
P-0401
PROPOSED SPOT ELEVATION
E -
RUNOFF DIRECTION
MORTARED IN PLACE WITH I' VENT
4' MIN. PEASTONEiJ,X TO FINISH GRADE
4 MIL POLY
1;4'/FT �$s
FROM BASIN
MORTAR ALL
JOINTS LEACHING
314'-II/2' DOUBLE BASIN
WASHED STONE ALL (H-20)
AROUND
I \I SEE PLAN
\- SEE PLAN
LEACHING BASIN
DETA IL
NO SCALE
TYPE /-I BITUMINOUS CONCRETE
1 112 ' BINDER COURSE, 1 112' TOP COURSE
8.5' DENSE GRADED CRUSHED STONE
GRAVEL BASE
PAVEMENT DE TA If L
NO SCALE
S I TE_ PLAN ®F LANE:) -
373
WHI TIES PATH .. MA P 1 110 .. PARCEL 8
SOUTH YARMOUTH.
MA.
PREPARED FOR:
ROBERT B. OUR I I I
P.O. BOX 1 1 5. CENTER V I L L E, 1`0A 02632
SCALE: l 20' MAY 28. 2015
REVISED: AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS)
REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS)
REVISED: SEPTEMBER 18. 2015 (WATER LINE. Cl PIPE NOTE)
STEPHEN A. HAAS
ENGINEERING, INC
South Drenn i s . MA 02660
(508) 362-8132
\1!
JOB N0: 15-002