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Acad No.
DAR 305-899-LOT2.DWO
File No. 305-899
SOIL DATA
DATE:
9-22-16
PERFORMED BY:
DANIEL GIOIOSA
WITNESSED
BY: COURTNEY
COHEN, B.O.H.
AGENT
TP-S3
TP-S4
TP-S7
_s.
L�2 n
TP-S8
.."
GA n
SANDY
LOAM
1OYR 3/3
g"
61.8
10"
B
SANDY
LOAM
10YR 6/6
28"
60.2
32"
C 1
SANDY
LOAM
2.5Y5/3
54"
58.0
48"
C2
SANDY
LOAM
2.5Y6/3
120"I ' 52 5 102"
A SANDY A SANDY
LOAM LOAM
10YR 3/3 10YR 3/3
B SANDY B SANDY
LOAM LOAM
1OYR 6/6 1OYR 6/6
C1 C1
SANDY SANDY
LOAM LOAM
2.5Y5/3 2.5Y5/3
C2 C2
SANDY SANDY
LOAM LOAM
2.5Y6/3 2.5Y6/3
PERC RATE: 1" IN 3 MIN PERC RATE: 1" IN 6 MIN MOTTLES @ 36"
PERC DEPTH 56" PERC DEPTH 50" ELEV.=60.0
MOTTLES CAD 36" MOTTLES ® 42"
ELEV.=59.5 ELEV.=58.0
PUMP CHAMBER NOTES
60.7 10"
58.8 30"
57.5 60"
1. USE MYERS NO. ME75 SUBMERSIBLE PUMP OR APPROVED EQUAL.
RATED AT 3/4 HP WITH A 2" DISCHARGE
2. BOTH VISUAL AND AUDIO ALARMS ARE
TO BE LOCATED WITHIN THE EXISTING DWELLING.
3. THE OUTSIDE OF THE PUMP CHAMBER IS TO
BE SEALED WITH 2 COATS OF A
BITUMASTIC COMPOUND.
4. THE PUMP CHAMBER IS TO BE A
1000 GALLON TANK AS MANUFACTURED BY SHEA
CONCRETE PRODUCTS OR APPROVED EQUAL.
5. PUMP AND ALARM TO BE SET ON SEPERATE CIRCUITS.
1 8-0" 1
LIFTING
CHAIN
2" PVC
OUTLET
INVERT = 50.55
RISER
t oil
PLAN VIEW
ELECTRICAL JUNCTION BOX SHALL
BE EXPLOSION -PROOF NEMA V11
WITH HYDROMA11C SERIES 3900
CONTROL BRACKET OR APPROVED EQUAL
,--� 52.00
4" PVC
INLET A
VJ.V U
62.2 8"
61.5 30"
58.0 50"
53 0
102"
INLET
VVALVE
OW BLEEDER 4" PVC
-INVERT 50.90
EMERGENCY STORAGE=440G
FLOAT •�' ALARM ON = 48.90 262 G/FT 1.68' REQUIRED
S.
- �
MP N=48.15
POWER +2 DOSES PER DAY=220G/DOSE
CABLES 262 G/FT = 0.83'
N
PUMP OFF = 47.15
46.65
a•• ... ••
CROSS SECTION VIEW
PUMP CHAMBER
NOT TO SCALE
10'-6"
5'-
5"dia.
outlet
PLAN VIEW
1"
taper
5'-4"
CROSS SECTION VIEW
SEPTIC TANK
NOT TO SCALE
A SANDY
LOAM
1OYR 3/3
B SANDY
LOAM
1OYR 6/6
C1
SANDY
LOAM
2.5Y5/3
C2
SANDY
LOAM
2.5Y6/3
55.5
MOTTLES @ 36"
ELEV. = 61.0
V T.V
63.3
61.5
59.8
r-- 4" PFRFnRATFn PVC IN(;PFCTl0K1 PORT
3" .MAX.
EA TH ACKFILL
\
0
4) 0o
Ovd4d 0�`0ddv0d
o ao
rA
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avvQ
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v v v v v
o
ovv
ovIov
d`v0
vQ
v v
vvo d
v v v v v
V dv
da
v o
ve vovv v ov o
v v ov o v v v v
V v v v vv v
31
6'
6'
6,
3'
TYPICAL OF ALL
TYPICAL FIELD CROSS SECTION
NOT TO SCALE
of
3/4" -11/2 WASHED CRUSHED STONE
LOAM & SEED f-4 OZ. NON -WOVEN FILTER
FILL FABRIC ALL AROUND
�'' ,,� i .ap riS{ t grk ' � R�,,. �, �,.r✓ t ' .# ° �s.�v' r ,�rY ✓ 8 �xd %: %'k r � /
��... � rya .1'"�a 2 k iff'i i� � �=�I: ✓�`o s ��' Rr r, gfi � ., ad-' x�y. "` z� .Ip �6.;. .d>3 u$, e Z_
10" MIN.
< 1� .� s 6
� OTrtt>�
/ 1, ter c s� e TIT sgQG �C' -
B' U?
6" 47" 4.33'
(NP,) CENTER TO CENTER 6"
- REMOVE UNSUITABLE MATERIAL -
REPLACE WITH CLEAN SAND
CULTEC CONTACTOR #280
TYPICAL CROSS SECTION DETAIL
ROOF DRAIN CHAMBER SYSTEM
NOT TO SCALE
ROOF DRAIN NOTES:
1. (3) CULTEC CONTACTOR #280 UNITS SHALL BE INSTALLED WITH THE CONSTRUCTION OF EACH PROPOSED
DWELLING.
12" MIN. EARTH
BACKFILL
2" DEPTH OF 1 /8" -
1/2" WASHED PEASTONE
10" DEPTH OF 3/4" TO
1-1/2" DOUBLE WASHED
CRUSHED STONE
3, 5" DIA. INLETS
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
PIPE INVERT ELEVATION
TP-105
TEST PIT
0 0 o
SEPTIC TANK
DISTRIBUTION BOX
W
PROPOSED WATER SERVICE LINE
v
OBSERVED GROUNDWATER
TABLE ELEVATION
RESERVE AREA
30.5"
TOP VIEW
18.5"
5"
5, 5" DIA. OUTLETS
CROSS SECTION VIEW
H-20
DISTRIBUTION BOX
NOT TO SCALE
NOTE: 1.) ALL WELLS LOCATED WITHIN 200' TO PROPOSED
S.A.S. ARE SHOWN.
2.) THIS LOT IS LOCATED IN A FIRM ZONE "C".
3.) PERCENT LOT COVERAGE: 9.2% f
4.) (2) REQUIRED PARKING SPACES PROVIDED IN GARAGE.
5.) THIS LOT IS PARTIALLY LOCATED WITHIN AN AQUIFER ZONE III.
DESIGN DATA
DESIGN PERC RATE: 1" IN 6 MINUTES
DESIGN FLOW: 4 BEDROOMS X 110 GPD/BDM = 440 GPD REQUIRED
SYSTEM DESIGN: USE 18' x 41' LEACHING BED
BOTTOM: 41' LONG x 18' WIDE x 0.60 G/SF = 442.8 GPD PROVIDED
ZONING INFORMATION
BY SPECIAL PERMIT.
FRONT YARD SETBACK: 20 FEET
SIDE YARD SETBACK: 15 FEET
REAR YARD SETBACK: 20 FEET
GENERAL NOTES
1) THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS FULLY EXCAVATED
AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION,
THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH.
2) WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVATION DATUM.
4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION.
5) NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT
PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY
APPLICABLE LOCAL REGULATIONS.
7) SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALL BE MANUFACTURED BY BRISTOL COUNTY
PRECAST OR APPROVED EQUAL.
8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT.
10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN, GRANULAR
SAND IN ACCORDANCE WITH 15.225(3) OF TITLE V.
11) THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL UNIT.
BOARD OF HEALTH STAMPS
BOARD OF HEALTH STAMPS
3.5"dia FOR BUILDING DEPARTMENT USE
Outs inlet FOR PERMIT
inlet
DWELLING
TOP OF
RAISE D-BOX COVER TO WITHIN 6" OF FINAL GRADE P.E. STAMP
FOUNDATION FINISH GRADE SUBSURFACE SEWAGE DISPOSAL SYSTEM
ELEV.=56.0 ELEV. =54.5f MAGNETIC TAPE TO BE PLACED OVER VENT
INLET AND OUTLET TANK COVERS SEPTIC COMPONENTS, FINISH GRADE EL.=67.0 MIN CLIENT: ROY DESOUSA
FINISH GRADE TO BE RAISED TO GRADEvia
ELEV.=53.5 MIN. FINISH GRADE 5
( ) 9
_E4" 5 `a n
T TOP OF ELEV.=53.0(MIN.) 66.0 -
SLAB
_ ASSESSORS MAP 42 LOT 14-1
;..,.. r:
65.71 ' 4 PVC SDR35, . • �; STREET LOCATION: ,
ELEV.=52.0 So�� " 65.50 LOT 2 GRACE LANE
" SCH40 P S_° 01iM1 QJG \�* ` `. ` . . v 3/4'-1 trr WASHED . o� H��' �w D AR TM OU TH M A
VC N n p� . STONE . >
4 PV 65.00 f.
PROPOSED C SDR35 `L �Gk, DISTRIBUTION V ° . .
51.45 1500 GALLON Fo Box 65.75 ENGINEERING FIRM:
4'-6" REINFORCED 51.00 ; 1000 GALLON . SEASONAL HIGH GROUNDWATER ELEV.= 61.0 SITEC, Inc.
51.25 CONCRETE 50.90 REINFORCED CONCRETE 50.65 LIMIT OF EXCAVATION EL.=57.5 SEE NOTE 10 P.L.S. STAMP 449 Faunce Corner Road
SEPTIC TANK #
ZABEL ,BUMP CHAMBER Dartmouth, MA 02747
S C
FILT R * FORCEMAIN TO BE A MINIMUM OF 12" BELOW GRADE Civil and Environmental Engineering
g g (508) 998-2125
1 • Land Use Planning FAX (508) 998-7554
Ly
6",3/4"-1-1/2" CRUSHED STONE BASE PUMP CHAMBER BUOYANCY CALCULATIONS DATE: MARCH 24, 2020
6",3/4"-1-1/2" CRUSHED STONE BASE
UP: 3.83 DEEP X 8.5 WIDE X 4.83 LONG X 7.48 G/CF X 8.34 #/GAL=9809# UP REVISED: 4/13/2020, 10/12/2020
DOWN: TANK, 59.33 CU.FT X 120#/CF=7120# DOWN
SYSTEM PROFILE DOWN: SOIL COVER, 1.0' DEEP X 8.5' X 4.83' X 100#/CF=4105.5# DOWN CONTACT PERSON: DAN GIOI OSA
NET FORCE = 7120# DOWN + 4105.5# DOWN - 9809# UP=1416.5# DOWN
ACAD NO. DAR 305-899-LOT2.DWG FILE NO. 305-899-LOT2