HomeMy WebLinkAboutEngineer PlanTOF(b) EL.= 30.3'+
PROVIDE EXTENSION RISER
WITH COVER OVER INLET & FINISH GRADE OVER TANK EL.=
rFINISHED GRADE OUTLET TO WITHIN 6" OF F.G. 26.04
/ @FOUNDATION = 27.8'+
PROP. SCH. 40 21" MIN ACCESS
PVC SEWER COVER (TSP36" MAX.
9" MIN
PROP. SCH. 40
P W
14'±-� VC SEER
MIN. SLOPE@,k 6, 3" 2" DROP MIN. 3„ 9„
3" DROP MAX. MIN. LOPe@,i
13"
14" 23.85'
INLET TEE �!
24.10
48" OUTLET TEE
TEES TO BE CENTERED GAS BAFLE
13.6' OFFSET TO FND DIRECTLY UNDER RISERS
f
6" CRUSHED STONE
OVER MECHANICALLY
COMPACTED BASE C C C
PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK
LENGTH 10'-6' WIDTH 5'-8" DEPTH 5'-8"
*CONTRACTOR TO VERIFY LY. (Dlmensions'per
ELEVATION PRIOR TO ANY VVII,, ACME/Shor1y)
NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE
FINISH GRADE OVER D -BOX = 25.2'+-
REMOVABLE
5.2'+REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
5" DIA. OUTLET(S)
4LEACHING
IN.
AX.
L=24'±
PROVIDE WATERTIGHT
4" PVC IN FROMJOINTS (TYP.)
SEPTIC TANK OUT TO
FACILITY
23.60' 3.43'
RUSHED STONE
R 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
DISTRL,,.� DETAIL
NOT TO SCALE
Benchmark
Hydrant B.B.
Elev. = 30.00'
Approx. MSL
�y
FINISH GRADE OVER CHAMBERS= 25.1'-26.0' �77 TF
SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED 1 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 118" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR G" TO 1/2 D FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
TOP OF SAS = 24.13' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PLACE RISERS ON ALL i
9" MIN. CHAMBERS w/ PIPED SYSTEM UNLESS OTHERWISE NOTED.
23.30' 36" MAX. BREAKOUT EL = 23.80' INLETS TO WITHIN 6"
OF FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 23.80' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
DDD O 0 0 O,'�
0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
T oo o o CDCD 00 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
1' 0 0 0 0 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
O 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
o D D DDD D 00 o D O = o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
00 o AND DESIGN ENGINEER.
2.0 6.0' (TYP) -I 2'0 VAR.VA. R 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND
4.83' ELEVATION SHOWN ON PLAN.
34.0' (TYP:)
< 17.2T 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
22.30 GROUND WATER ELEV.= VARIES (SEE PLAN) THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
\ \ F 'U-
4-1 w/OF o_O 140
CORNER OF STONE (7) 24.5' 16.5' \F�
MAP 77
LOT 79 \ /
�
U.P.#10
i
PROPOSED FIVE (5) �" \\ X� / t �2 28
m
LC -6 LEACHING (6 'Ps
CHAMBERS w/ STONE CL
C4(5 7) �9/! ' 29 3 )
N O �1 MAP 77 - /
cd
29_-` /
LOT 78
HC-2 ` 13,280±S.F. �I\O
\ N O
o s1 O C) x
.0 j X
4x8' HC -1 TOF(a)=26.5'± '' \
2 \
D -BOX
24 I I I
s' 1 0 S \ \
� PROP.
"f 4 rol
\ � `� � A T� 0 \ 3) I � I � � TOF(b)=30.3'±
\ \ 24x5' \ _: '.. I --- " - #83 I I 0
\ EXISTING \ \
N ,. SLAB=23.8'± 3 -BEDROOM
\ \ \ CP \ / I1 DWELLING Uj
co
MAP 77 \n I
LOT 82
PROPOSED 1,500 \ ' \ 1 / rn
GALLON SEPTIC TANK
MAP 77
\ \ \ \ LOT 77
EXISTING CESSPOOL TO BE
PUMPED. FILLED w/ SAND &
ABANDONED (TYP OF2
NOTES: \ \ \ \
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP \ \ \ 1
EDGE OF EACH SEPTIC SYSTEM COMPONENT.
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION \ \ 1SO.Sg \�
OF THE PROPOSED LEACHING FACILITY TO ENSURE 8,234 ` X X�
CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN.
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS
ARE NOT CONSISTENT WITH TEST PIT DATA.
i
3. PROPERTY IS LOCATED WITHIN A MASS. DEP APPROVED ZONE II.
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A
COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY
SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING
THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF
MEASUREMENTS APPEAR TO BE INCORRECT.
5 - LC -6 CHAMBERS 5' MIN. S 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TYPICAL CHAMBER PROFILE CHAMBER
CHAMBER EIS TO THE DESIGN ENGINEER.
H-1 O C HA Vt DETAILS % 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
-� ATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
TEST PI ATA APPROPRIATE AUTHORITY.
n N/A
.s1 xx _ !
x x-X_x-x I
x -X -X ->,1_l, .
MAP 77 ` L=14.98
LOT 83 R=1040.00
MAP 77
LOT 84
•
SWING -TIES
12.
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
HC -2 \
--
43.5'
48.4'
DESCRIPTION
DC -1
HC -1
TANK COVER IN (1)
9.4'
24.7'
TANK COVER OUT (2)
15.2'
18.1'
CORNER OF STONE (3)
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
20.9'
CORNER OF STONE (4)
13.
29.8'
WATER -LEVEL RANGE ZONE: C
• DATE: February 10, 2022
14.
25.4'
CORNER OF STONE (6)
Q 5f TEST PIT#: 1
31.3'
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
N E I I
FINISH GRADE OVER D -BOX = 25.2'+-
REMOVABLE
5.2'+REMOVABLE WATER -TIGHT COVER OVER
RISER TO WITHIN 6" OF FINISHED GRADE
5" DIA. OUTLET(S)
4LEACHING
IN.
AX.
L=24'±
PROVIDE WATERTIGHT
4" PVC IN FROMJOINTS (TYP.)
SEPTIC TANK OUT TO
FACILITY
23.60' 3.43'
RUSHED STONE
R 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
DISTRL,,.� DETAIL
NOT TO SCALE
Benchmark
Hydrant B.B.
Elev. = 30.00'
Approx. MSL
�y
FINISH GRADE OVER CHAMBERS= 25.1'-26.0' �77 TF
SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED 1 UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 118" TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR G" TO 1/2 D FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
TOP OF SAS = 24.13' 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
PLACE RISERS ON ALL i
9" MIN. CHAMBERS w/ PIPED SYSTEM UNLESS OTHERWISE NOTED.
23.30' 36" MAX. BREAKOUT EL = 23.80' INLETS TO WITHIN 6"
OF FINISHED GRADE 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
ELEVATION = 23.80' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
DDD O 0 0 O,'�
0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM.
T oo o o CDCD 00 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
1' 0 0 0 0 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
O 0 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
o D D DDD D 00 o D O = o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
00 o AND DESIGN ENGINEER.
2.0 6.0' (TYP) -I 2'0 VAR.VA. R 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. SEE BENCHMARK LOCATION AND
4.83' ELEVATION SHOWN ON PLAN.
34.0' (TYP:)
< 17.2T 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
22.30 GROUND WATER ELEV.= VARIES (SEE PLAN) THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
\ \ F 'U-
4-1 w/OF o_O 140
CORNER OF STONE (7) 24.5' 16.5' \F�
MAP 77
LOT 79 \ /
�
U.P.#10
i
PROPOSED FIVE (5) �" \\ X� / t �2 28
m
LC -6 LEACHING (6 'Ps
CHAMBERS w/ STONE CL
C4(5 7) �9/! ' 29 3 )
N O �1 MAP 77 - /
cd
29_-` /
LOT 78
HC-2 ` 13,280±S.F. �I\O
\ N O
o s1 O C) x
.0 j X
4x8' HC -1 TOF(a)=26.5'± '' \
2 \
D -BOX
24 I I I
s' 1 0 S \ \
� PROP.
"f 4 rol
\ � `� � A T� 0 \ 3) I � I � � TOF(b)=30.3'±
\ \ 24x5' \ _: '.. I --- " - #83 I I 0
\ EXISTING \ \
N ,. SLAB=23.8'± 3 -BEDROOM
\ \ \ CP \ / I1 DWELLING Uj
co
MAP 77 \n I
LOT 82
PROPOSED 1,500 \ ' \ 1 / rn
GALLON SEPTIC TANK
MAP 77
\ \ \ \ LOT 77
EXISTING CESSPOOL TO BE
PUMPED. FILLED w/ SAND &
ABANDONED (TYP OF2
NOTES: \ \ \ \
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP \ \ \ 1
EDGE OF EACH SEPTIC SYSTEM COMPONENT.
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION \ \ 1SO.Sg \�
OF THE PROPOSED LEACHING FACILITY TO ENSURE 8,234 ` X X�
CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN.
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS
ARE NOT CONSISTENT WITH TEST PIT DATA.
i
3. PROPERTY IS LOCATED WITHIN A MASS. DEP APPROVED ZONE II.
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A
COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY
SWING TIE MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING
THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF
MEASUREMENTS APPEAR TO BE INCORRECT.
5 - LC -6 CHAMBERS 5' MIN. S 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TYPICAL CHAMBER PROFILE CHAMBER
CHAMBER EIS TO THE DESIGN ENGINEER.
H-1 O C HA Vt DETAILS % 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
-� ATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
TEST PI ATA APPROPRIATE AUTHORITY.
n N/A
.s1 xx _ !
x x-X_x-x I
x -X -X ->,1_l, .
MAP 77 ` L=14.98
LOT 83 R=1040.00
MAP 77
LOT 84
•
PERC NO.
12.
ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
INSPECTOR: Phil Reneaud (BOH)
*BASED ON THE CAPE COD
UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
•
COMMISSION METHOD
' ✓ `` EVALUATOR: Michael Pimentel, EIT, CSE
TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
INDEX WELL: AIW-231
C.S.E. APPROVAL DATE: Oct- 27, 1999
13.
DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
WATER -LEVEL RANGE ZONE: C
• DATE: February 10, 2022
14.
WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
p «
Q 5f TEST PIT#: 1
NUMBER OF BEDROOMS (EXISTING) 3
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
N E I I
NUMBER OF BEDROOMS {DESIGN) 3
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
---'
., r `•, ELEV TOP = 24.50'
DESIGN FLOW 110 GAUDAY/BEDROOM
FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
t
PROPOSED CONTOUR
TOTAL DESIGN FLOW 330 GAUDAY
FLEV WATERt - 17.27'*
15
CONTRACTOR SHAI I NOTIFY DESIGN ENGINEER OF ANY DI.RCREPANC4ES-FOI INQ IN
-
4
-------;.dam---------
SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
-
PERC RATE _ < 2 min./inch
t-N/N
O/H/W - -
EXISTING OVER HEAD WIRES RECEIVER
_DEPTH
16.
PROPOSED PROJECT IS LOCATED WITHIN:
MAR 0 2 2022
OF PERC = 18" - 36"
• ,'
•
.'
EXISTING WATER LINE
ASSESSOR'S MAP 77 LOT 78
` + ' •` ��' i
�TEXTURAL CLASS: i
INSTALL FIVE (5) LC -6 CHAMBERS w/ STONE
- -- - -
OWNEROFRECORD: JEFFREY AND LISE WILSON
ADDRESS: 83 QUARTERMASTER ROW
,. + tl.
• %
%
p" 24 50'
SOUTH YARMOUTH, MA 02664
~- T
« • - s I 12„
LOCUS A
` - 18,.
_ t Perc
D _--
7 07 O 36'
B
F
r
« `11
/ 1
.rte
r 86.8„
LOCUS PLAN
11$"
SCALE: 1" = 1000'
20"
Fill
Loamy Sand
1 OYr 3/1
Loamy Sand
1 OYr 5/6'
Med. to Fine and
2.5Y 7/3
4tLSted686. " V
Standing_a? 118" p
FEMA FLOOD ZONE X
23.50' I COMMUNITYPANEL# 25001CO587J
23.00' 17. DEED REFERENCE: BOOK 32850, PAGE 82
18. PLAN REFERENCE PLAN BOOK 222, PAGE 143
21.50
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20.00' 20_ PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. 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, A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
17.27' 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
23. IN ACCORDANCE WITH 310 CMR 15.401-15.404, THE FOLLOWING LOCAL UPGRADE
APPROVAL IS REQUESTED FROM CMR 310 CMR 15.211:
14.67' 1.) A 5.0' WAIVER (20.0'- 15.0') FOR THE SETBACK FROM SAS TO THE HOUSE FOUNDATION.
14 50'
(FOOTPRINTAREA) (0.74 GPD/S.F.) = GAUDAY
(369.1') (0.74 GPD/S.F.) = 273.1 GAUDAY
TOTALS:
TOTAL NUMBER OF CHAMBERS 5
TOTAL LEACHING AREA 457.7 SQ.FT.
TOTAL LEACHING CAPACITY 338.7 GALJDAY
Permit valid for REPAIR OF SEPTIC SYSTEM
.ONLY; due to State and Local septic variances.
Board of Health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
$�H-C--v 1-1-AftS . 2 rotes
Name ale
RESERVED FOR BOARD OF HEALTH USE
REV. I DATE BY I APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
vL A Or �S-,z,0 j PREPARED FOR
JOHN L. �a ROBERT B. OUR CO., INC.
�. CHURCHILL JR. m
P NO 48066 o
LOCATED AT
° A L I 83 QUARTERMASTER ROW
SOUTH YARMOUTH, MA 02664
SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 23, 2022
0 5 10 20 40 FEET
OF A4
JOHN L PREPARED BY
CHURCHILL JR. JC ENGINEERING, INC.
CML
No: 41807 2854 CRANBERRY HIGHWAY
r EAST WAREHAM, MA 02538
508.273.0377
Drawn By: MCP Designed By MCP Checked By JLC JOB No. 6124
1
*BASED ON THE CAPE COD
COMMISSION METHOD
INDEX WELL: AIW-231
--
WATER -LEVEL RANGE ZONE: C
WATER DEPTH READING 267 - (
504'
EXISTING SPOT GRADE
NUMBER OF BEDROOMS (EXISTING) 3
WATER DEPTH READING DATE. JAN. 2022
NUMBER OF BEDROOMS {DESIGN) 3
WATER -LEVEL ADJUSTMENT. 2.6'(31.2") I
- - - 50 - - -
EXISTING CONTOUR
DESIGN FLOW 110 GAUDAY/BEDROOM
WATER -LEVEL ADJUSTED 7.23' (86.8")
WATER LEVEL ADJUSTED EL 17_27'
PROPOSED CONTOUR
TOTAL DESIGN FLOW 330 GAUDAY
50
PROPOSED SPOT GRADE
DESIGN FLOW x 200 = 660 GAUDAY
-------;.dam---------
EXISTING GAS LINE
USE PROPOSED 1,500 GALLON SEPTIC TANK
O/H/W - -
EXISTING OVER HEAD WIRES RECEIVER
MAR 0 2 2022
-W-W-
EXISTING WATER LINE
TEST PIT LOCATION HEALTH DEPT.
INSTALL FIVE (5) LC -6 CHAMBERS w/ STONE
O O O
PROPOSED 1,500 GALLON SEPTIC TANK
SIDEWALL CAPACITY
(PERIMETER) (1' HIGH) (0.74 GPD/S.F.) = GAUDAY
PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
(88.7') ( 1') ( 0.74 GPD/ S.F.) = 65.6 GAL/DAY
�
Q
PROPOSED DISTRIBUTION BOX
BOTTOM CAPACITY
®o
PROPOSED LC -6 LEACHING CHAMBER
(FOOTPRINTAREA) (0.74 GPD/S.F.) = GAUDAY
(369.1') (0.74 GPD/S.F.) = 273.1 GAUDAY
TOTALS:
TOTAL NUMBER OF CHAMBERS 5
TOTAL LEACHING AREA 457.7 SQ.FT.
TOTAL LEACHING CAPACITY 338.7 GALJDAY
Permit valid for REPAIR OF SEPTIC SYSTEM
.ONLY; due to State and Local septic variances.
Board of Health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
$�H-C--v 1-1-AftS . 2 rotes
Name ale
RESERVED FOR BOARD OF HEALTH USE
REV. I DATE BY I APP'D. I DESCRIPTION
PROPOSED SEPTIC SYSTEM UPGRADE
vL A Or �S-,z,0 j PREPARED FOR
JOHN L. �a ROBERT B. OUR CO., INC.
�. CHURCHILL JR. m
P NO 48066 o
LOCATED AT
° A L I 83 QUARTERMASTER ROW
SOUTH YARMOUTH, MA 02664
SCALE: 1 INCH = 10 FT. DATE: FEBRUARY 23, 2022
0 5 10 20 40 FEET
OF A4
JOHN L PREPARED BY
CHURCHILL JR. JC ENGINEERING, INC.
CML
No: 41807 2854 CRANBERRY HIGHWAY
r EAST WAREHAM, MA 02538
508.273.0377
Drawn By: MCP Designed By MCP Checked By JLC JOB No. 6124