HomeMy WebLinkAboutEngineered Plan - 2019T.O.F. EL.= 18.0'±
FINISH GRADE
@ FND. EL.= 17.5+
PROVIDE EXTENSION RISER
WITH COVER OVER INLET &
OUTLET TO WITHIN 6" OF F.G.-\
F.G. OVER TANK EL. = 18,2'±
II
EXISTING 4" PROPOSED 4"
S_Wd m PIPEI iSCH. 40 PVC.
SEWER PIPE
3" DROP MAX . 3�� 9��
2 DROP MIN MIN. SLOPE @ 1�i
13"
14"
CONTRACTOR TO PROVIDE 1' 0
SPECIFIED DROP BETWEEN 1
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL
SHALL VERIFY SIZE 48" VERIFY CONDITION OF �I OUTLET TEE
AND CONDITION OF EXISTING TEES
CONTRACTOR TO VERIFY EXISTING
ELEVATION PRIOR TO ANY WORK &
NOTIFY ENGINEER IF DIFFERENT.
SWING -TIES
EXISTING SEPTIC AND REPLACE AS GAS BAFFLE
TANK NECESSARY
l
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK
SEPTIC TANK PROFILE
NOT TO SCALE 1
r
DESCRIPTION
HC -1
HC -2
CORNER OF STONE (1)
31.0'
48.4'
CORNER OF STONE (2)
44.0'
31.7'
CORNER OF STONE (3)
53.7'
43.6'
CORNER OF STONE (4)
43.6'
56.9'
APPROXIMATE FLOOD
ZONE LINE DIGITIZED PER
F. I. R. M. #25001 C0591 J
(EFFECTIVE JULY 16, 2014)
#5
EXIST
o' 3-BEDR
k DWELL
Lu
Lu 1°
OI
° FFE
1 °
r1 \
TOF=1£
1 °
° FFE _ \
19.3'±
1
/ GARAGE
HVAC
F
® MAP 91
f 6 LOT 66
i 25,253± S.F.
6 /
76-25, SO,•E
MAP 91 / 188.63'
LOT 65
0
FINISH GRADE OVER D -BOX - 18.8'±PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE C NOTES
FINISH. GRADE OVER CHAMBERS = 18,5- 19.8 C
REMOVABLE WATER TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4 TO 1-1/2 DOUBLE WASHED f
STONE TO CROWN OF PIPE1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
RISER TO WITHIN 6" OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS
MIN SLOPE 1% BOX TO F.G. SEE NOTE 21 2" OF 1/8" TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
r 5" DIA. OUTLET(S) ( ) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES.
- 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
3.9' MAX.. TOP OF SAS = 14,50' PLACE RISERS ON ALL DESIGN ENGINEER.
5.3 MAX. CHAMBERS WITH
SEE NOTE 23 r 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
4" PVC TEE 13.50 SEE NOTE 23 BREAKOUT EL 14.00' INLET PIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED.
FINISHED GRADE
4. PREVENT BREAKOUT, THE PROP SED FINISHED GRADE SHALL NOT BE LESS THAN
TO E NTO S
- L=10r± PROVIDE WATERTIGHT o ELEVATION = 14.00' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
4" PVC IN FROM _ _JOINTS (TYP.) 'm o%� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF.
SEPTIC TANK 4" PVC OUT TO 0 0 00 0 0 0 Q o 0 0o Q 0 0 Q o 0o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
O LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
7T ,� o0 0 0 0 0 0 0 00 0
13.90 MIN00
12" 6 1 I\- 13.73' 2' o 0 o 0 c::,(::::
0 0 I o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
CDC)o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6" CRUSHED STONE o c:> o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
0 0 0
OVER MECHANICALLY o o0NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
COMPACTED BASEI I
5 4.0 8.5TYP 4.0'AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX 8.5'(
) 4'0� 4.83' 4.0- 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 20.00'
TO BE INSTALLED ON A LEVEL STABLE 25.0' (NP') ESTABLISHED ON THE RIM OF A CATCH BASIN AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 1 1.50, GROUND WATER ELEV.= . < 6.5' 12 83' i 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL.
2 500 GALLON H-20 CHAMBERS 5' MIN. REQUIRED CHAMBER END VIEW THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
TYPICAL CHAMBER PROFILETO THE DESIGN ENGINEER.
H-210 DIS I FRI UT10N BOA" DET I'L C -� , � I �T I�5
�' I 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOT TO SCALE NOT TO SCALE
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
TET PIT IDA FAREGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
- , ,` PERC APPROPRIATE AUTHORITY.
• ' _ 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
- INSPECTOR: Amy VonHone, RS
r" ' `> _ UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
r EVALUATOR: Michael Pimentel, EIT, CSE
tit'}.,; �� TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
\,: • . C.S.E. APPROVAL DATE: Oct. 27, 1999
DATE: May 9, 2019 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
14. A
TEST PIT #: 1 WHERE REQUIRED; CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP = 18.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
- < 6 X50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV WATER -
MAP 91 ZONE 2 ' ---?� rt 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
i LOT 67 :..:� - ` PERC RATE _ < 2 It, in./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
00
'J}' DEPTH OF PERC = 60 78 16. PROPOSED PROJECT IS LOCATED WITHIN:
EXISTING WATERLINE 248,48 / a i� * t!°`�+� 16�•1�1 TEXTURAL CLASS: 1 ASSESSOR'S MAP 91 LOT 66
..
(APPROX. LOCATION) L6
.b •�" , " ;! ) t �} /' OWNER OF RECORD: HAROLD P. & LINDA R. TORREY
►' i * . �.
�6/ J EXISTING 1,000 GALLON SEPTIC TANK TO BE USED IN THIS DESIGN
+ _
ADDRESS: 51 FOUR SEASONS DRIVE
EA10 I IIVV DISTRIBUTION BOX TO CC REMOVED
i � • f• • ♦ � + J♦/ ♦ � • ♦ �
I
\ PROPOSED 4" PVC VENT PIPE; k, - 2�� LOCUS r ,-, , �� • ' ,•♦ •� i�•,; /
' EXACT LOCATION PER OWNER
HC -2
"
12�/ r •
I^✓ ,� PINE EXISTING LEACHING PIT # �� � ) � � 48"
,
/ w� TO BE PUMPED, FILLED � ��,, ' ''`•
ti I S ij
12„ ` VJiTN CLEAN COARSE I ;P t . -- .. --__ ';,1 /
3 CO
PINE �. .. ,;1 '��; • • . ,
B
)M y__! SAND, AND ABANDONED %�� t f', :;Salt BoxG 40 :•
60"
s ;Beach
78.1
W
f
LP
o =moo 11I J
44/ tba
e,Iii 41
w
28.3' °®... _'d \ ' ?2• ✓� �Q" p
LOCUS PLAN
� o
PROPOSED H-20
DISTRIBUTION BOX TP 1 =. o LE: 1" = 1000'
\ 4O SCA 144"
� I 18x5 N I \ 2A� / PROPOSED
\ ® :.• :. \ INSPECTION PORTDESIGN DATA A L E G E I� D
_ 26-2p CBN
50x0 EXISTING SPOT GRADE
C A`\ c» O \ 20 j� Benchmark NUMBER OF BEDROOMS (DESIGN) 3 - - - 50 - - - EXISTING CONTOUR
S e Catch Basin Rim
HC -1 \� CAS \E 12.8' \ Elev. = 20.00' DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR
CA�\
e Approx. M.S.L. TOTAL DESIGN FLOW 330 GAUDAY
S Cis e \ L.P. (4) i \ DESIGN FLOW x 200 % = 660 GAUDAY F-50-1PROPOSED SPOT GRADE
EX;STING ELECTRIC LINE � e tS
(APPROX. LOCATION) cAs \9, PROPOSED 2-500 GALLON GAS EXISTING GAS LINE
GAS
/ H-20 LEACHING CHAMBERS USE EXISTING 1,000 GALLON SEPTIC TANK
E/T/C EXISTING UNDERGROUND UTILITIES
26" PINE CAS
79` E E EXISTING UNDERGROUND ELECTRIC
Buses INSTALL 2 - 500 GAL. H-20 CHAMBERS W/ AGGREGATE
W W EXISTING WATER LINE
-� BIT. DRIVEWAY ` (TYP) / SIDEWALL CAPACITY
\71> ` (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY i TEST PIT LOCATION
(25.0'+ 12.83') (2) (2') ( 0.74 GPD/ S.F.) =112.0 GAUDAY
\ �,� EXISTING 1,000 GALLON SEPTIC TANK
I \ BOTTOM CAPACITY
/ PROPOSED 4„ SOLID SCHEDULE 40 PVC PIPE
TRFE� / (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
/N (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY
O PROPOSED H-20 DISTRIBUTION BOX
TOTALS: PROPOSED 500 GALLON H-20 LEACHING CHAMBER
TOTAL NUMBER OF CHAMBERS 2
\ TOTAL LEACHING AREA 472.2 SQ•FT. REV. DATE BY APP -D. DESCRIPTION
Q UTILITY 6
TOTAL LEACHING CAPACITY 349.4 GAL./DAY
PROPOSED SEPTIC SYSTEM UPGRADE
BOXES - Ab. SN -16 $ p� `' °F sqc PREPARED FOR:
JOHN L. -+ CAPEWIDE ENTERPRISES
Permitvalid for REPAIR of'.St;f''1'IC SYSTEM U CHURCHILL JR. N
NOTES: ONLY due to .State and Local septic
variances. ° N0.48066 0
'- -15 - \ Iyoard of ffealth review and approval is required for
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC any f`ni-ire additions/renr,v ations/alteration~ to `s rs tRti° 2�� LOCATED AT
. SYSTEM COMPONENT. sewage facilities aria/or structuresmd sc linK. 0 9
51 FOUR SEASONS DRIVE
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED Yarmouth Ileialth f).epartnitilt
LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS APPROVED
�y�y�) J �. SOUTH YARMOUTH, MA 02664
PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT �;
CONSISTENT WITH TEST PIT DATA. SCALE: 1 INCH = 10 FT. DATE: MAY 15, 2019
0 5 10 20 40 FEET
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.SN OF
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THEUa JOHN L. ��� PREPARED BY:
CHURCHILL JR.
INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR RESERVED FOR BOARD OF HEALTH USE CIML JC ENGINEERING, INC.
TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF i NO. 41807 2854 CRANBERRY HIGHWAY
MEASUREMENTS APPEAR TO BE INCORRECT.
EAST WAREHAM MA 02538
SITE PLAN 5.) EDGE OF 100' WETLAND OFFSET LINE AS SHOWN ON THIS PLAN WAS BASED ON t '
WETLAND LOCATION DIGITIZED FROM PLAN BOOK 325, PAGE 78. 508.273.0377
SCALE: 1" = 10' Drawn By: SJI Designed By: SJI Checked By: MCP JOB No. 4665
SOUTH YARMOUTH, MA 02664
FEMA FLOOD ZONE X & X (<500) ..
COMMUNITYPANEL# 25001CO591J
17. DEED REFERENCE: BOOK 16938, PAGE 145
14.50'
18. PLAN REFERENCE: PLAN BOOK 325, PAGE 78
19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
13.50'
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONE'Y
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
12.00'
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.
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 -15.405, THE FOLLOWING LOCAL UPGRADE
APPROVALS ARE REQUESTED FROM 310 CMR 15.221 (7):
(1.) A 2.3' WAIVER (3.0' - 5.3') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY.
6.50'
(2.) A 0.9' WAIVER (3.0'- 3.9') FOR THE MAXIMUM COVER OVER THE DISTRIBUTION BOX.
� I 18x5 N I \ 2A� / PROPOSED
\ ® :.• :. \ INSPECTION PORTDESIGN DATA A L E G E I� D
_ 26-2p CBN
50x0 EXISTING SPOT GRADE
C A`\ c» O \ 20 j� Benchmark NUMBER OF BEDROOMS (DESIGN) 3 - - - 50 - - - EXISTING CONTOUR
S e Catch Basin Rim
HC -1 \� CAS \E 12.8' \ Elev. = 20.00' DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR
CA�\
e Approx. M.S.L. TOTAL DESIGN FLOW 330 GAUDAY
S Cis e \ L.P. (4) i \ DESIGN FLOW x 200 % = 660 GAUDAY F-50-1PROPOSED SPOT GRADE
EX;STING ELECTRIC LINE � e tS
(APPROX. LOCATION) cAs \9, PROPOSED 2-500 GALLON GAS EXISTING GAS LINE
GAS
/ H-20 LEACHING CHAMBERS USE EXISTING 1,000 GALLON SEPTIC TANK
E/T/C EXISTING UNDERGROUND UTILITIES
26" PINE CAS
79` E E EXISTING UNDERGROUND ELECTRIC
Buses INSTALL 2 - 500 GAL. H-20 CHAMBERS W/ AGGREGATE
W W EXISTING WATER LINE
-� BIT. DRIVEWAY ` (TYP) / SIDEWALL CAPACITY
\71> ` (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY i TEST PIT LOCATION
(25.0'+ 12.83') (2) (2') ( 0.74 GPD/ S.F.) =112.0 GAUDAY
\ �,� EXISTING 1,000 GALLON SEPTIC TANK
I \ BOTTOM CAPACITY
/ PROPOSED 4„ SOLID SCHEDULE 40 PVC PIPE
TRFE� / (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
/N (25.0' x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY
O PROPOSED H-20 DISTRIBUTION BOX
TOTALS: PROPOSED 500 GALLON H-20 LEACHING CHAMBER
TOTAL NUMBER OF CHAMBERS 2
\ TOTAL LEACHING AREA 472.2 SQ•FT. REV. DATE BY APP -D. DESCRIPTION
Q UTILITY 6
TOTAL LEACHING CAPACITY 349.4 GAL./DAY
PROPOSED SEPTIC SYSTEM UPGRADE
BOXES - Ab. SN -16 $ p� `' °F sqc PREPARED FOR:
JOHN L. -+ CAPEWIDE ENTERPRISES
Permitvalid for REPAIR of'.St;f''1'IC SYSTEM U CHURCHILL JR. N
NOTES: ONLY due to .State and Local septic
variances. ° N0.48066 0
'- -15 - \ Iyoard of ffealth review and approval is required for
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC any f`ni-ire additions/renr,v ations/alteration~ to `s rs tRti° 2�� LOCATED AT
. SYSTEM COMPONENT. sewage facilities aria/or structuresmd sc linK. 0 9
51 FOUR SEASONS DRIVE
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED Yarmouth Ileialth f).epartnitilt
LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS APPROVED
�y�y�) J �. SOUTH YARMOUTH, MA 02664
PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT �;
CONSISTENT WITH TEST PIT DATA. SCALE: 1 INCH = 10 FT. DATE: MAY 15, 2019
0 5 10 20 40 FEET
3.) ENTIRE PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2.SN OF
4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THEUa JOHN L. ��� PREPARED BY:
CHURCHILL JR.
INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD PRIOR RESERVED FOR BOARD OF HEALTH USE CIML JC ENGINEERING, INC.
TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF i NO. 41807 2854 CRANBERRY HIGHWAY
MEASUREMENTS APPEAR TO BE INCORRECT.
EAST WAREHAM MA 02538
SITE PLAN 5.) EDGE OF 100' WETLAND OFFSET LINE AS SHOWN ON THIS PLAN WAS BASED ON t '
WETLAND LOCATION DIGITIZED FROM PLAN BOOK 325, PAGE 78. 508.273.0377
SCALE: 1" = 10' Drawn By: SJI Designed By: SJI Checked By: MCP JOB No. 4665