HomeMy WebLinkAboutBHDC-24-29PROP.
4" SCH.
n 40 PVC-%
PROVIDE H.D.P.E. RISER w/ REMOVABLE,
SECURED, WATER -TIGHT COVER TO
F.G. OVER OUTLET COVERS (TYP OF 2)
F.G. OVER P.C. EL.= 16.2' (max)
DISCONNECT
VALVE (12" bgs)
9" MIN. V\,-2" SCH. 40
36"MAX. O D-BOX
21,10 30"0 5.00,
)wrt C9? 1% min.
L=2'±
10"
T--TEE LIQUID �� II 12.15 EL.=9.89'
12.50' LEVEL 12.25 -'-1 -° TEE
UMP ON
�� TEE .=9.39'18.9'TOO FND'�EL
UMP OFF
EL.=8.89'
22" ZABEL FILTER
6" CRUSHED STONE MODEL # A1801 4x22 gagga EL.=7.56'
OVER MECHANICALLY (GAS BAFFLE ON BOTTOM)
COMPACTED BASE AI I � rl� TANIV non CAI -ON PUMP CHAMBER
LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-8" LENGTH 8'-6" WIDTH 4'-10" DEPTH 5'-8"
'CONTRACTOR TO VERIFY PROPOSED 1,500 GALLON SEPTIC TANK ~�
EXISTING ELEVATION PRIOR �ROPOSED 1 ,000 G/ ! " ON PUMP CHAMBER
TO ANY WORK 8� NOTIFY
ENGINEER ¢`" ^�� "'�.
NOT TO SCALE_
SWING -TIES
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DESCRIPTION
HCA
HC-2
U.PAB
SC
SEPTIC TANK COVER IN (1)
20.9'
26.1'
--
--
SEPTIC TANK COVER OUT (2)
28.7'
32.8'
--
--
PUMP CHAMBER COVER IN (3)
33.0'
36.6'
--
--
PUMP CHAMBER COVER OUT (4)
38.6'
41.6'
--
--
CORNER OF STONE (5)
--
--
10.9
54.5'
CORNER OF STONE (6)
--
--
17.9'
67.0'
CORNER OF STONE (7)
--
--
46.6'
69.1'
CORNER OF STONE (8)
-
-
44.3'
57. 1'
/I w
/ � O
w
�F'1 0' �O (b PROPOSED THREE (3) 500 GALLON
H-20 LEACHING CHAMBERS w/ STONE
PROPOSED PVC VENT;,
EXACT LOCATION PER OWNER
( O S- - Cl)
17' O U.P. #4B ap
- TOP OF FOUNDATION = 23.7'± PROVIDE H.D.P.E. RISER w/
COVER WITHIN 6" OF F.G. OF
FINISH GRADE INLET COVERS (TYP OF 2)
@ FND. EL.=
16.0'± F.G. OVER TANK EL.=16.6' (max)
TEES TO BE
CENTERED DIRECTLY 9" MIN.
UNDER RISERS 21" MIN. 36"MAX.
PROP (T YP)--, , EL.=13.23'
4" SCH.
40 PVC
L=13'±
SLOPE @ 1% min.
6+
CLkNECTI
3" 2" DROP MIN. -
(° 3" DROP MAX. g-,
--------
<h
14"
48" INV OUT =
2" PVC
27.9
FINISH GRADE OVER D-BOX = 30.5'±
REMOVABLE WATERTIGHT RISER
TO WITHIN 6" OF FINISHED GRADE
5" DIA. OUTLET(S)
I
9" MIN.
36"MAX.
4" PVC OUT
TO SAS
6"
12" MIN.
/ 6" CRUSHED STONE
OVER MECHANICALLY
COMPACTED BASE
5 OUTLET DISTRIBUTION BOX
TO BE INSTALLED ON A LEVEL STABLE
BASE. FIRST TWO FEET OF OUTLET
PIPES TO BE LAID LEVEL.
CROSS SECTION VIEW
-20-DIS i ,-`IjUTIN BOX DETAIL
NOT TO SCALE
INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE
WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX
CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER
INSTRUMENTS.
NEMA 4 JUNCTION BOX CORROSION RESISTANT &
LIQUID -TIGHT CABLE CONNECTORS SUPPORTED
CONNECTORS SUPPORTED BY 1-1/4" PVC CONDUIT,
JOINTS TO BE MADE WATERTIGHT
13"
6„ 3„
13"
co 4.0' ALARM
i LIQUID
v LEVEL UM ON C
10 c
PUMP
OFF
FINISH GRADE OVER CHAMBERS = 302- 31.5' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE E N E RAL N C TE
SLOPE @ 2%MIN. OVER SYSTEM 3/4' TO 1-1/2 DOUBLE WASHED
STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
- 4" SCHEDULE 40 PVC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
STON
MIN SLOPE 1% N OFE OR GEOTEXT ILE FILTER FABRIC DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
TOP OF SAS - 28.50' PLACE H-20 RISER ON
9" MIN. ALL CHAMBERS wl 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
27.50' 36" MAX. BREAKOUT EL = 28.00' PIPED INLETS TO- SYSTEM UNLESS OTHERWISE NOTED.
WITHIN 6" OF F.G.
1
4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 28.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
o$o
O
00 0
two
��o
0
0
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
000
u
5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
0o
THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
0
0
0
0
0
0
0
ao
0
0
0 0�
-
7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
0 0
0
0
0
0
0
00
0
0
0
o
o
FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
1/ 4.0'
8 5' (TYP)
4.0'
4 0'
4 83'
4.0'
8. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. SEE BENCHMARK SHOWN ON PLAN FOR ELEVATION.
33.5' (Tl'P.) 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
GROUND WATER ELEV= < 18.70' THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
12.83' 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
3 - 500 GALLON CHAMBERS 5' MI". CHAMBER END VIEW TO THE DESIGN ENGINEER.
TYPICAL CHAMBER PROFILE H-2O CHAMBEP DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
NOTE: PUMP MUST BE EQUIPPED
WITH A HIGH LEVEL ALARM LOCATED
IN THE BUILDING SERVED WHICH IS
POWERED BY A CIRCUIT SEPARATE
FROM THE CIRCUIT TO THE PUMP.
2 SCH. 40 TO D-BOX
2" BALL VALVE w/ UNIONS SCH. 80 PVC
GEORGE FISHER CO. MODEL NO. 560
2" SCH. 40 TEE w/ CLEAN -OUT CAP
- 1/4" WEEP HOLE IN DISCHARGE PIPE
HOISTING CABLE 7 x 19 STAINLESS STEEL
1/8" DIA. / 1,760 LB. STRENGTH
I
-2" BALL CHECK VALVE SCH. 80 PVC 100
P.S.I. FLOWMATIC MODEL No. 208S
(2) WIDE ANGLE CONTROL FLOATS �� o u \ 1/4" WEEP HOLE IN DISCHARGE PIPE
(BARNES 073618) \�
1: PUMP ON/OFF 120 ACTIVATION 2" SCH. 40 PVC DISCHARGE PIPE
2: ALARM ACTIVATION BARNES 2SEV-L PUMP' n 75 H.P.'
240V; 2" DISCHARGE PASSING 2"
SOLIDS OR APPROVED EQUAL
1,000 GALLON PUMP CHAMBER.
NOT TO SCALE
NOTES:
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT.
0 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING SYSTEM TO
FORCE MAIN TO BE c) ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD
\ vm PROP i20\ 6) \ �,� SLEEVED WITHIN 10' F_) m OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA.
f 15 WATER LINE CROSSIN�
H-20 +lI J� - \ -�`
D-BOX m 32 - 3.) PROPOSED WORK IS NOT LOCATED WITHIN A DEP APPROVED ZONE II.
TP 1 Benchmark
241_ - V \ ! Corner of Wall 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE INSTALLER. INSTALLER
`-- 29x ^o� \ Elev. = 25.09' SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR
I fie' N.A.V.D. 88 SHALL NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT.
�4, ``" - -- - 28 - - 30
2$. - 5.) ELECTRIC LINES FROM PUMP CHAMBER TO CONTROL PANEL AT THE BUILDING SHALL BE INSTALLED BY THE
�Q- J 17„ CONTRACTOR. ELECTRIC LINES TO BE ROUTED FROM PUMP CHAMBER TO BUILDING WITH THE LEAST
SC Pv ! / n _ - DISTURBANCE TO THE PROPERTY AS POSSIBLE.
-28
26'
- 24 - . - ' „ / 24 , � 15" `♦ 24 No l `^T
�- - - 15 /\\O-} Off, / `�
19co
S
_ - \ „ rR�q \�GAT / / l l / i(`�/ 0,
_
-20-------` 7--- - �� 22-
Co
LO
ri
O ") \ /
o - -14 - -- ` 14„ - j 18 9 HC,q' \ �� / / / / / TOP OF COASTAL BANK PER THE
_ _ - - - / #29 � / / //// / /// // / / Z STANDARDS UNDER MA DEP DWW
18" EXISTOR / / / / / / / G POLICY 92-1 (ISSUED: MARCH 3, 1992)
- 10_ ` tiry �• N6i g -BEDR NO I�22 /l l l Jb� / / / / / �4
Q
• 8 � ai TOF=23.7'± I l l / j�// l l // /I� ��'�
HC-2 / / per/ / / / / //per O
ROPOSED 1,000 GJ L. \ \ O \ 2p / / / / / // //p4 p�Co
PUMP CRAM R�\ \�. �C''► �\ pN / ///'c/ /�pw G - 4
EROSION 76.
P TANK ` CONTROL 7v
EXISTING CESSPO TO BE \ ' ".RRER
.i- / ,moo LOOD ZONE LINE DIVIDING ZONE X FROM ZON E
P PED & REMOVED { P OF 2)J `�F�7 i �/ �o a/� (EL.9) BASED ON ACTUAL ON -THE -GROUND FIELD
NSTRUMENT SURVEY (B.F.E. = 9.0' NAVD 88 BASED N
M. #25001CO579J) (EFFECTIVE JULY 16, 2014)
TOP OF COASTAL BANK PER THESTANDARDS UNDER UNDER MA DEP DWW
POLICY -1 (ISSUED: MARCH 3, 1992).
MAP 136
LOT 57 ' FLOOD ZONE LINE DIVIDING ZONE X FF • )M ZONE AE
i - 2 55,320± S.F. (EL.9) BASED ON ACTUAL ON-THE-GRO:
INSTRUMENT SURVEY (B.F.E. = 9.0' NA�'_ND FIELD
7 88 BASED ON
148.03' F.I.R.M. #25001CO579J) (EFFECTIVE JUL' 16, 2014)
1 N84° 49' 20"W
SALT MARSH
SIZE PLAN
� S-
\ ALE: 1" = 20'
W
Z
N86o 07 10"E <
Z 102.91' % o cn o
O NC) = Q
C J < -
ON CJ Qf w
0
o !lo 6o
H-
Z
I -70.49'- Q
E,86° 07' 10"W
I L=23.67
R=58.00
LO
o S040 13' 05"E
"- 191.56'
w c>
- U?
ni
it
j II
I�
S040 39' 55"W
I ! 75.00'
li 20'
CV LO �.
0)- &,
M M /
0QO
/ Q
I - 148 ,::3' /
N84' 49 20"W �0
S84` 49' 20'E
17.00'
I�!DEX PLAN
-.,ALE: V = 100'
100
P 0
Pol'nt of Rocks
LOCUS PLAN
SCALE: 1" = 1000'
DESIGN DATA
NUMBER OF BEDROOMS (EXISTING) 4
NUMBER OF BEDROOMS (DESIGN) 4 `
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW '440 GAUDAY)
DESIGN FLOW x 200 = 880 L/DAY
USE PROPOSED 1,500 GALLON SEPTIC TANK
1
INSTALL 3 - 500 GAL. CHAMBERS w/ STONE
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
(33.5' + 12.83) (2) (2') (0.74 GPD/ S.F.) =137.1 GAL/DAY
BOTTOM CAPACITY
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY
(33.5' x 12.83') (0.74 GPD/S.F.) = 318.1 GAL/DAY
TOTALS -
TOTAL NUMBER OF CHAMBERS 3
TOTAL LEACHING AREA 615.1 SQ.FT.
TOTAL LEACHING CAPACITY 455.2 GAL./DAY
DOSING & STORAGE REQUIREMENTS
DESIGN FLOW: 440 G>
DOSING REQUIRED: 4 CYCLES / DAY
440 GPD / 4 = 110 GALS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
110 GALS/CYCLE = 250 GALS/FT = 0.44 FT/CYCLE
(USE 0.50' TO PROVIDE FOR BA.CKFLOW)
STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GAL.
STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL.
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
'EST cT PIT DATA
APPROPRIATE AUTHORITY.
CCv ! 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
PERC NO. N/A LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,
INSPECTOR: Barry Lewis (BOH) DRIVES. OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
EVALUATOR: Michael Pimentel, EIT, CSE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
C.S.E. APPROVAL DATE: Oct. 27, 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
DATE: November 2, 2023 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
TEST PIT #: 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV TOP = 29.70' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
ELEV WATER = < 18.70' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE _ < 2 min./inch 16. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC - 32" - 50 ASSESSOR'S MAP 136 LOT 57
OWNER OF RECORD: NB CLAYWORKS LLC
TEXTURAL CLASS: I
ADDRESS: 145 ST. BOTOLPH STREET; UNIT 15
BOSTON, MA 02115
11
X
N
0
6"
B
32"
r
C
29.70 FEMA FLOOD ZONE
COMMUNITY PANEL # 25001 CO579J
29.20'
17. DEED REFERENCE: BOOK 34481, PAGE 163
18. PLAN REFERENCE: PLAN BOOK 190, PAGE 63
27.03' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT
ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED BASED ON THE
STANDARDS UNDER MA DEP DWW POLICY 92-1 (ISSUED: MARCH 3, 1992).
23. LOCATION OF EXISTING WATER LINE, ELECTRIC LINE, TELEPHONE LINE, AND CABLE LINE
SHOWN ON THIS PLAN IS APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED AT THE START
OF INSTALLATION. INSTALLER TO REPORT TO ENGINEER IF LOCATION IS DIFFERENT THAN
SHOWN ON THIS PLAN.
Yarmo h Department O O
. nmoo nuwT1
N
\A,
Date
FM FM
0
REV. I DATE
SN OF lN,gss��
ti
JOHN L.
CHURCHILL JR. m
A NO-48066 0
o 3-
EG E N D RECEIVED
EXISTING CONTOUR
FEB 0 7 2024
PROPOSED CONTOUR
HEALTH DEPT
EXISTING WATERLINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TEL. & CABLE LINE
TEST PIT LOCATION
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP CHAMBER
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500-GALLON H-20 LEACHING CHAMBER
BY APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ANDY BALER
LOCATED AT
29 AUNT DORAH'S LANE
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT. DATE: JANUARY 15, 2024
0 10 20 40 80 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
nQv AAI'D ne :.. ed Qv \AI-0 1 r,6e Led 0... 11 !` 1 In \I- �9CC
W
Z
N86o 07 10"E <
Z 102.91' % o cn o
O NC) = Q
C J < -
ON CJ Qf w
0
o !lo 6o
H-
Z
I -70.49'- Q
E,86° 07' 10"W
I L=23.67
R=58.00
LO
o S040 13' 05"E
"- 191.56'
w c>
- U?
ni
it
j II
I�
S040 39' 55"W
I ! 75.00'
li 20'
CV LO �.
0)- &,
M M /
0QO
/ Q
I - 148 ,::3' /
N84' 49 20"W �0
S84` 49' 20'E
17.00'
I�!DEX PLAN
-.,ALE: V = 100'
100
P 0
Pol'nt of Rocks
LOCUS PLAN
SCALE: 1" = 1000'
DESIGN DATA
NUMBER OF BEDROOMS (EXISTING) 4
NUMBER OF BEDROOMS (DESIGN) 4 `
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW '440 GAUDAY)
DESIGN FLOW x 200 = 880 L/DAY
USE PROPOSED 1,500 GALLON SEPTIC TANK
1
INSTALL 3 - 500 GAL. CHAMBERS w/ STONE
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
(33.5' + 12.83) (2) (2') (0.74 GPD/ S.F.) =137.1 GAL/DAY
BOTTOM CAPACITY
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY
(33.5' x 12.83') (0.74 GPD/S.F.) = 318.1 GAL/DAY
TOTALS -
TOTAL NUMBER OF CHAMBERS 3
TOTAL LEACHING AREA 615.1 SQ.FT.
TOTAL LEACHING CAPACITY 455.2 GAL./DAY
DOSING & STORAGE REQUIREMENTS
DESIGN FLOW: 440 G>
DOSING REQUIRED: 4 CYCLES / DAY
440 GPD / 4 = 110 GALS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
110 GALS/CYCLE = 250 GALS/FT = 0.44 FT/CYCLE
(USE 0.50' TO PROVIDE FOR BA.CKFLOW)
STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GAL.
STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL.
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
'EST cT PIT DATA
APPROPRIATE AUTHORITY.
CCv ! 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
PERC NO. N/A LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,
INSPECTOR: Barry Lewis (BOH) DRIVES. OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
EVALUATOR: Michael Pimentel, EIT, CSE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
C.S.E. APPROVAL DATE: Oct. 27, 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
DATE: November 2, 2023 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
TEST PIT #: 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV TOP = 29.70' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
ELEV WATER = < 18.70' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE _ < 2 min./inch 16. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC - 32" - 50 ASSESSOR'S MAP 136 LOT 57
OWNER OF RECORD: NB CLAYWORKS LLC
TEXTURAL CLASS: I
ADDRESS: 145 ST. BOTOLPH STREET; UNIT 15
BOSTON, MA 02115
11
X
N
0
6"
B
32"
r
C
29.70 FEMA FLOOD ZONE
COMMUNITY PANEL # 25001 CO579J
29.20'
17. DEED REFERENCE: BOOK 34481, PAGE 163
18. PLAN REFERENCE: PLAN BOOK 190, PAGE 63
27.03' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT
ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED BASED ON THE
STANDARDS UNDER MA DEP DWW POLICY 92-1 (ISSUED: MARCH 3, 1992).
23. LOCATION OF EXISTING WATER LINE, ELECTRIC LINE, TELEPHONE LINE, AND CABLE LINE
SHOWN ON THIS PLAN IS APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED AT THE START
OF INSTALLATION. INSTALLER TO REPORT TO ENGINEER IF LOCATION IS DIFFERENT THAN
SHOWN ON THIS PLAN.
Yarmo h Department O O
. nmoo nuwT1
N
\A,
Date
FM FM
0
REV. I DATE
SN OF lN,gss��
ti
JOHN L.
CHURCHILL JR. m
A NO-48066 0
o 3-
EG E N D RECEIVED
EXISTING CONTOUR
FEB 0 7 2024
PROPOSED CONTOUR
HEALTH DEPT
EXISTING WATERLINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TEL. & CABLE LINE
TEST PIT LOCATION
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP CHAMBER
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500-GALLON H-20 LEACHING CHAMBER
BY APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ANDY BALER
LOCATED AT
29 AUNT DORAH'S LANE
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT. DATE: JANUARY 15, 2024
0 10 20 40 80 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
nQv AAI'D ne :.. ed Qv \AI-0 1 r,6e Led 0... 11 !` 1 In \I- �9CC
LO
o S040 13' 05"E
"- 191.56'
w c>
- U?
ni
it
j II
I�
S040 39' 55"W
I ! 75.00'
li 20'
CV LO �.
0)- &,
M M /
0QO
/ Q
I - 148 ,::3' /
N84' 49 20"W �0
S84` 49' 20'E
17.00'
I�!DEX PLAN
-.,ALE: V = 100'
100
P 0
Pol'nt of Rocks
LOCUS PLAN
SCALE: 1" = 1000'
DESIGN DATA
NUMBER OF BEDROOMS (EXISTING) 4
NUMBER OF BEDROOMS (DESIGN) 4 `
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW '440 GAUDAY)
DESIGN FLOW x 200 = 880 L/DAY
USE PROPOSED 1,500 GALLON SEPTIC TANK
1
INSTALL 3 - 500 GAL. CHAMBERS w/ STONE
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
(33.5' + 12.83) (2) (2') (0.74 GPD/ S.F.) =137.1 GAL/DAY
BOTTOM CAPACITY
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY
(33.5' x 12.83') (0.74 GPD/S.F.) = 318.1 GAL/DAY
TOTALS -
TOTAL NUMBER OF CHAMBERS 3
TOTAL LEACHING AREA 615.1 SQ.FT.
TOTAL LEACHING CAPACITY 455.2 GAL./DAY
DOSING & STORAGE REQUIREMENTS
DESIGN FLOW: 440 G>
DOSING REQUIRED: 4 CYCLES / DAY
440 GPD / 4 = 110 GALS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
110 GALS/CYCLE = 250 GALS/FT = 0.44 FT/CYCLE
(USE 0.50' TO PROVIDE FOR BA.CKFLOW)
STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GAL.
STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL.
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
'EST cT PIT DATA
APPROPRIATE AUTHORITY.
CCv ! 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
PERC NO. N/A LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,
INSPECTOR: Barry Lewis (BOH) DRIVES. OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
EVALUATOR: Michael Pimentel, EIT, CSE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
C.S.E. APPROVAL DATE: Oct. 27, 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
DATE: November 2, 2023 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
TEST PIT #: 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV TOP = 29.70' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
ELEV WATER = < 18.70' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE _ < 2 min./inch 16. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC - 32" - 50 ASSESSOR'S MAP 136 LOT 57
OWNER OF RECORD: NB CLAYWORKS LLC
TEXTURAL CLASS: I
ADDRESS: 145 ST. BOTOLPH STREET; UNIT 15
BOSTON, MA 02115
11
X
N
0
6"
B
32"
r
C
29.70 FEMA FLOOD ZONE
COMMUNITY PANEL # 25001 CO579J
29.20'
17. DEED REFERENCE: BOOK 34481, PAGE 163
18. PLAN REFERENCE: PLAN BOOK 190, PAGE 63
27.03' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT
ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED BASED ON THE
STANDARDS UNDER MA DEP DWW POLICY 92-1 (ISSUED: MARCH 3, 1992).
23. LOCATION OF EXISTING WATER LINE, ELECTRIC LINE, TELEPHONE LINE, AND CABLE LINE
SHOWN ON THIS PLAN IS APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED AT THE START
OF INSTALLATION. INSTALLER TO REPORT TO ENGINEER IF LOCATION IS DIFFERENT THAN
SHOWN ON THIS PLAN.
Yarmo h Department O O
. nmoo nuwT1
N
\A,
Date
FM FM
0
REV. I DATE
SN OF lN,gss��
ti
JOHN L.
CHURCHILL JR. m
A NO-48066 0
o 3-
EG E N D RECEIVED
EXISTING CONTOUR
FEB 0 7 2024
PROPOSED CONTOUR
HEALTH DEPT
EXISTING WATERLINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TEL. & CABLE LINE
TEST PIT LOCATION
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP CHAMBER
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500-GALLON H-20 LEACHING CHAMBER
BY APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ANDY BALER
LOCATED AT
29 AUNT DORAH'S LANE
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT. DATE: JANUARY 15, 2024
0 10 20 40 80 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
nQv AAI'D ne :.. ed Qv \AI-0 1 r,6e Led 0... 11 !` 1 In \I- �9CC
100
P 0
Pol'nt of Rocks
LOCUS PLAN
SCALE: 1" = 1000'
DESIGN DATA
NUMBER OF BEDROOMS (EXISTING) 4
NUMBER OF BEDROOMS (DESIGN) 4 `
DESIGN FLOW 110 GAUDAY/BEDROOM
TOTAL DESIGN FLOW '440 GAUDAY)
DESIGN FLOW x 200 = 880 L/DAY
USE PROPOSED 1,500 GALLON SEPTIC TANK
1
INSTALL 3 - 500 GAL. CHAMBERS w/ STONE
SIDEWALL CAPACITY
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY
(33.5' + 12.83) (2) (2') (0.74 GPD/ S.F.) =137.1 GAL/DAY
BOTTOM CAPACITY
(LENGTH x WIDTH) (0.74 GPD/S.F.) = GAL/DAY
(33.5' x 12.83') (0.74 GPD/S.F.) = 318.1 GAL/DAY
TOTALS -
TOTAL NUMBER OF CHAMBERS 3
TOTAL LEACHING AREA 615.1 SQ.FT.
TOTAL LEACHING CAPACITY 455.2 GAL./DAY
DOSING & STORAGE REQUIREMENTS
DESIGN FLOW: 440 G>
DOSING REQUIRED: 4 CYCLES / DAY
440 GPD / 4 = 110 GALS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
110 GALS/CYCLE = 250 GALS/FT = 0.44 FT/CYCLE
(USE 0.50' TO PROVIDE FOR BA.CKFLOW)
STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GAL.
STORAGE PROVIDED ABOVE WORKING LEVEL: 500 GAL.
REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
'EST cT PIT DATA
APPROPRIATE AUTHORITY.
CCv ! 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
PERC NO. N/A LOCATED UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT,
INSPECTOR: Barry Lewis (BOH) DRIVES. OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
EVALUATOR: Michael Pimentel, EIT, CSE 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
C.S.E. APPROVAL DATE: Oct. 27, 1999 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
DATE: November 2, 2023 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
TEST PIT #: 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV TOP = 29.70' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
ELEV WATER = < 18.70' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
PERC RATE _ < 2 min./inch 16. PROPOSED PROJECT IS LOCATED WITHIN:
DEPTH OF PERC - 32" - 50 ASSESSOR'S MAP 136 LOT 57
OWNER OF RECORD: NB CLAYWORKS LLC
TEXTURAL CLASS: I
ADDRESS: 145 ST. BOTOLPH STREET; UNIT 15
BOSTON, MA 02115
11
X
N
0
6"
B
32"
r
C
29.70 FEMA FLOOD ZONE
COMMUNITY PANEL # 25001 CO579J
29.20'
17. DEED REFERENCE: BOOK 34481, PAGE 163
18. PLAN REFERENCE: PLAN BOOK 190, PAGE 63
27.03' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT
ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED BASED ON THE
STANDARDS UNDER MA DEP DWW POLICY 92-1 (ISSUED: MARCH 3, 1992).
23. LOCATION OF EXISTING WATER LINE, ELECTRIC LINE, TELEPHONE LINE, AND CABLE LINE
SHOWN ON THIS PLAN IS APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED AT THE START
OF INSTALLATION. INSTALLER TO REPORT TO ENGINEER IF LOCATION IS DIFFERENT THAN
SHOWN ON THIS PLAN.
Yarmo h Department O O
. nmoo nuwT1
N
\A,
Date
FM FM
0
REV. I DATE
SN OF lN,gss��
ti
JOHN L.
CHURCHILL JR. m
A NO-48066 0
o 3-
EG E N D RECEIVED
EXISTING CONTOUR
FEB 0 7 2024
PROPOSED CONTOUR
HEALTH DEPT
EXISTING WATERLINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TEL. & CABLE LINE
TEST PIT LOCATION
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP CHAMBER
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500-GALLON H-20 LEACHING CHAMBER
BY APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ANDY BALER
LOCATED AT
29 AUNT DORAH'S LANE
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT. DATE: JANUARY 15, 2024
0 10 20 40 80 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
nQv AAI'D ne :.. ed Qv \AI-0 1 r,6e Led 0... 11 !` 1 In \I- �9CC
N
0
6"
B
32"
r
C
29.70 FEMA FLOOD ZONE
COMMUNITY PANEL # 25001 CO579J
29.20'
17. DEED REFERENCE: BOOK 34481, PAGE 163
18. PLAN REFERENCE: PLAN BOOK 190, PAGE 63
27.03' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT
ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
21. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
22. TOP OF COASTAL BANK, AS SHOWN ON THIS PLAN, WAS DELINEATED BASED ON THE
STANDARDS UNDER MA DEP DWW POLICY 92-1 (ISSUED: MARCH 3, 1992).
23. LOCATION OF EXISTING WATER LINE, ELECTRIC LINE, TELEPHONE LINE, AND CABLE LINE
SHOWN ON THIS PLAN IS APPROXIMATE ONLY AND SHALL BE FIELD VERIFIED AT THE START
OF INSTALLATION. INSTALLER TO REPORT TO ENGINEER IF LOCATION IS DIFFERENT THAN
SHOWN ON THIS PLAN.
Yarmo h Department O O
. nmoo nuwT1
N
\A,
Date
FM FM
0
REV. I DATE
SN OF lN,gss��
ti
JOHN L.
CHURCHILL JR. m
A NO-48066 0
o 3-
EG E N D RECEIVED
EXISTING CONTOUR
FEB 0 7 2024
PROPOSED CONTOUR
HEALTH DEPT
EXISTING WATERLINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TEL. & CABLE LINE
TEST PIT LOCATION
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP CHAMBER
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500-GALLON H-20 LEACHING CHAMBER
BY APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ANDY BALER
LOCATED AT
29 AUNT DORAH'S LANE
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT. DATE: JANUARY 15, 2024
0 10 20 40 80 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
nQv AAI'D ne :.. ed Qv \AI-0 1 r,6e Led 0... 11 !` 1 In \I- �9CC
Yarmo h Department O O
. nmoo nuwT1
N
\A,
Date
FM FM
0
REV. I DATE
SN OF lN,gss��
ti
JOHN L.
CHURCHILL JR. m
A NO-48066 0
o 3-
EG E N D RECEIVED
EXISTING CONTOUR
FEB 0 7 2024
PROPOSED CONTOUR
HEALTH DEPT
EXISTING WATERLINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING UNDERGROUND TEL. & CABLE LINE
TEST PIT LOCATION
PROPOSED 1,500 GALLON SEPTIC TANK
PROPOSED 1,000 GALLON PUMP CHAMBER
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
PROPOSED 2" SOLID SCHEDULE 40 PVC FORCEMAIN
PROPOSED H-20 DISTRIBUTION BOX
PROPOSED 500-GALLON H-20 LEACHING CHAMBER
BY APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
PREPARED FOR
ANDY BALER
LOCATED AT
29 AUNT DORAH'S LANE
YARMOUTH PORT, MA 02675
SCALE: 1 INCH = 20 FT. DATE: JANUARY 15, 2024
0 10 20 40 80 FEET
PREPARED BY:
JC ENGINEERING, INC.
2854 CRANBERRY HIGHWAY
EAST WAREHAM, MA 02538
508.273.0377
nQv AAI'D ne :.. ed Qv \AI-0 1 r,6e Led 0... 11 !` 1 In \I- �9CC