HomeMy WebLinkAboutEngineered Plan - Rev. 2019i
PROVIDE EXTENSION RISER FINISH GRADE OVER D -BOX = 14.5'± FINISH GRADE OVER CHAMBERS =. 14,4' - 14.6' I GENERAL NOTES
OT
WITH COVER OVER INLET &FINISH GRADE OVER TANK EL.= REMOVABLE WATER -TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4" TO 1-1/2" DOUBLE WASHED I 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISHED GRADE OUTLET TO WITHIN 6" OF F.G. 1, -
RISER TO WITHIN 6 OF FINISHED GRADE 4" SCHEDULE 40 PVC STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
�- @FOUNDATION =14.5'+ 14.5 ± ACCESS BOX WITH COVER TO GRADE
0 2" OF 1/8" TO 1/2" DOUBLE WASHED
\ � 5" DIA. OUTLET(S) MIN SLOPE 1% (SEE NOTE #21) CODE AND ANY APPLICABLE LOCAL RULES.
20" IN. ACCESS STONE OR GEOTEXTILE FILTER FABRIC
COVER (3 TYP.) 9" MIN. _ �+ _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
36" MAX. } DESIGN ENGINEER.
PROP. SCH. 40N PROP. SCH. 40 I TOP OF SAS - 12.03' PLACE RISERS ON ALL
9 MIN. 11 CHAMBERS WITH 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
- PVC SEWER 9 MIN.
Exisr. sFw„ ;PVC SEWER 36" MAX. 1 1.20' 36" MAX. INLET PIPES TO 6" OF
SYSTEM UNLESS OTHERWISE NOTED.
2 DROP MIN.
BREAKOUT EL = 1 1.70 FINISHED GRADE
E i PIPE MIN. SLOPET1"3
3" 3" DROP MAX. 3 9 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
0 o ELEVATION = 11.70' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A
MIN. SLO
" I PROVIDE WATERTIGHT
14" 4" PVC IN FROM JOINTS (TYP.) �$ o oo�tE o0 0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
15''� 11.75 SEPTIC TANK 4" PVC OUT TO O O O D D O O o 0 0Q THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
.OLACHING FACILITY o0 0005. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM.
TEES SHALL BE LINED UP ,� oo D D R
12.00' DIRECTLY UNDERNEATH 4811 OUTLET TEE 12 6 00 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
11.57 MIN. 11.40' 2' 0 0 ��� 0 0 oo �o
RISER COVER o0 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
6.0' GAS BAFFLE 6" CRUSHED STONE o o 0 0o D D D oo NOT TO E BACK FILLEDFILLING WHEN SYSTEM WIITHOUT FIRST OBTAINING APPROVAL EARLY COMPLETE AND READY FROM BOARD OF HEALTH
INSPECTION. SYSTEM Is
OVER MECHANICALLY o o _
COMPACTED BASE AND DESIGN ENGINEER.
6" CRUSHED STONE (Dimensions per 5 2.25' 8.5' (TYP) 2.25' 2.5' 2.5'
OVER MECHANICALLY ACME/Shorey) OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK #1 ELEVATION OF
COMPACTED BASE C C C C C TO BE INSTALLED ON A LEVEL STABLE 30.0' (TYP•) 15.00' ESTABLISHED ON A NAIL IN UTILITY POLE #18/2 AS SHOWN ON THIS PLAN.
PROPOSED 1 5OO GALLON CONCRETE SEPTIC TANK BASE. FIRST TWO FEET OF OUTLET 9.20, GROUNDWATER ELEV.= < 3.17' 9 83, 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
PIPES TO BE LAID LEVEL. _ �l THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
LENGTH 101-611 WIDTH 51-8 DEPTH 5,-Q„ .3 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW 1 -888 -DIG -SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
GROSS SECTION VIEW ? TO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY THIS ELEVATION SEPTICTANK PROFILE �•,�-a- R_:.-..� F. I � ��� 1i TYPICAL CHAM BER PROFILE �" �` � � �� � ®R ,pe j
& REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE I T RIB T N! OX DETAIL I AI L C �`��' I'Vol E E � � ETAI L� � 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
i NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
NOTES: j )) TEST PIT DATA
i ' • �k��� ' �.• ; • _ APPROPRIATE AUTHORITY. S TO OBTAIN SUCH DETERMINATION F
REGULATIONS OWNER/APPLICANT I AIN SU ROM
1. MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH _ !` ; • 4 0-W " `' I /A PPR
SEPTIC SYSTEM COMPONENT. • • Z'' �'� +; '. ! �, PERC NO. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
Wit, •/ • • ;.d .� .. •1j. ` INSPECTOR: Phillip Renaud
2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE
• •/•. •' • �'� • UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
►••• - .• EVALUATOR. Michael Pimentel, C.S.E TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT • �, •. C7`' _� i-1�yo
DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OFA, �' • ' • • ; `• ;' C.S.E. APPROVAL DATE: Oct. 27, 1999
.. .. '/ i �I 8 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. . • +' f •� ) d f BM ` DATE: February�21, 2019
�'•� • ; ` " • F e 20 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
3. ENTIRE PROPERTY IS LOCATED OUTSIDE A DEP APPROVED ZONE 2. • • • + , , ` 1
��. !�• � � � t3 � TEST PIT #: I MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
``o • ' • • • j REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY
i 4. SWING TEES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR • • • • • � � ELEV TOP = 14.50 '
THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE ` •+ • ; •, �` t FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
41
FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY '• • •. ELEV WATER
ENGINEER IF MEASUREMENTS APPEAR TO BE INCORRECT. • • • Q 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
1 •
. PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
" @'� ► vim" t`r - DEPTH OF PERC = i 6" - 24" 16 PROPOSED PROJECT IS LOCATED WITHIN:
� w � +�'� ~ _� e �• •'• • � �, � ., , - . � ,- ASSESSOR'S MAP 22 LOT 279
TEXTURAL CLASS: 1
�� ��.r' OWNER OF RECORD: MARCIA B. DINNEEN TRS
16724" TREE I� (':' t
DAVID V. DINNEEN
U.P.=17/11 11 ,I 1
LOCUS 0 14.50 ADDRESS: 94 SOUTH DRIVE
Loamy Sand BRIDGEWATER, MA 02324
�• \ ��
Q. ,� QPS opo 6 `►� �� x 611 10Yr3/1 14.00'
o cb `p� O� <� g�R' h°' ,�F �O leWoOc ": ; FEMA FLOOD ZONE X
�P OGj �s F Pe24' 12.50' COMMUNITYPANEL# 25001CO588J
Benchmark #2 �y i 1-O'9_ .•; l
Nail in U.P. #17/11 ; / / N ` SCF GT `' M B Loamy Sand 17. DEED REFERENCE: DEED BOOK 10568, PAGE 191
Elevation = 14.17' o, / MAP 22 o,�
10Yr 5/8
�`` 18. PLAN REFERENCES: 1.) PLAN BOOK 77, PAGE 51 2.) PLAN BOOK 25 PAGE 49
Approx. M.S.L. LOT 279 TWIN SPRUCE `� A _ 1 ,
o�/® / 5,304± S. F. ALF:: t 36 11.50
c9 `, \ ��C� 1Et�g4eW000.( �i} + ff 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
EXISTING CESSPOOL TO E 2.'BGc�CI') r 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
� PUb1PED & REMOVED OFFSITE ( `i {� 1 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
- _
LP a -
i
s
{TYP OF 2). FILL VOID Vl�lTI-, ,.� '-�,; _ FOR USES OF THIS PLAN ATHERTHAN ITS INTENDED PURPOSE....:_..
CLEAN COARSE SAND:
WATER C� st o / v ..
y 9 y Med. - Fine and 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
o / METER PIT O �, 2.5Y 6/2
`�� ��? `�8' `� �%� - C DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE. A
�`. �' �' G� I I `��'' 77�` REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
/ \ o�y \ i �� 22. OWNER / APPLICANT / CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
('� c y /� REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
s 41.16 o/ x14.6 PROPOSED °� LOCUS U S P LAN 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,
THE FOLLOWING LOCAL UPGRADE
EXISTING I \ `DISTRIBUTION BOX APPROVALS ARE REQUESTED FROM 310 CMR 15.211:
3 -BEDROOM y/w, TP 1 p `e SCALE: 1 = 1000' 1.) A 5.0' WAIVER (10.0'-5.0') FOR THE SETBACK FROM THE SAS TO THE SIDE PROPERTY LINE.
SEASHELL
\ \I DWELLING C-1 g / 3) `° ` 136 3.17'2.) A 3.0' WAIVER (10.0'-7.0') FOR THE SETBACK FROM THE SEPTIC TANK TO THE HOUSE "SLAB".
crawl floor at r��' 14x5'N/� x14.4 ` No Mottling, Standingor ee in Observed
P 9 3.) A 4.6' WAIVER (10.0'-5.4') FOR THE SETBACK FROM THE SAS TO THE GARAGE "SLAB".
( EL=14.2'±) O/N/tv
20 s x14.6 o/Njw\ DE .I I DATA I LEGEND
U.P.#18/2
- BOLLARD Q AD 4) 0/1, Benchmark #1
GAS M' -TER
FFE = I (1 L,ro 1 Nail in U.P. #18/2 NUMBER OF BEDROOMS (EXISTING) 3 50x0' EXISTING SPOT GRADE
15.9'±,.0 '�� Elevation = 15.00' DESIGN FLOW 110 GAUDAY/BEDROOM
- - - 50 - - - EXISTING CONTOUR
Approx. M.S.L.
x14.6 ` x14.7 /� TOTAL DESIGN FLOW 330 GAUDAY r� PROPOSED CONTOUR
Ir \ DECK C-2 „�.- ,. ! ' ® �/� DESIGN FLOW x 200 % . = 660 GAUDAY 50 PROPOSED SPOT GRADE
9�8 7�' \ PROPOSED / USE PROPOSED 1,500 GALLON SEPTIC TANK i GAS EXISTING GAS LINE
1,500 GALLON O/Hwd EXISTING OVERHEAD WIRE
SEPTIC TANK x14.6 / PROPOSED INSPECTION PORT
INSTALL 3 - 500 GAL. CHAMBERS w/ AGGREGATE I w w
EXISTING WATERLINE
x14.3 98, O- : / PROPOSED THREE 3 500 �_
O � � TEST PIT LOCATION
GALLON LEACHING CHAMBERS SIDEWALL CAPACITY
W/ SURROUNDING AGGREGATE
���� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
MAP 22 YhX _X_sr• o'`f0`o (30.0'+ 9.83') (2) (2') ( 0.74 GPD/ S.F.) = 117.9 GAUDAY
LOT 280 ��� - k���ho, I. ®®� PROPOSED 1,500 GALLON SEPTIC TANK
BOTTOM CAPACITY
GARAGE x14.4 _ � ® PROPOSED DISTRIBUTION BOX
(dirt floor) (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY
MAP 22 (30.0'x 9.83') (0.74 GPD/S.F.) = 218.2 GAUDAY OO PROPOSED 500 GALLON LEACHING CHAMBER
LOT 278
5
EXISTING
TOTALS:
DWELLING TOTAL NUMBER OF CHAMBERS
3 1 3-11-19 MCP JLC Moved SDS farther away from neighbor's house
(full basement) TOTAL LEACHING AREA 454.2 SQ.FT. j REV. DATE BY APP'D. DESCRIPTION
TOTAL LEACHING CAPACITY 336.1 GAL./DAY PROPOSED SEPTIC SYSTEM UPGRADE
�tN of VSs
q�yG PREPARED FOR:
Permit valid for REPAIR 01, SNI''I'I(. Sl S"fl:Nl JOHN L. ,
CAPEWIDE ENTERPRISES
ONLY, dire to State and Local septic variances: CHURCHILL JR. of
/ Board of lfealth review and approval is reyoired for fl NO.48066
' any tnture additions/renin aJo
tions/alterations to � LOCATED AT
SWING -TIES -
sewage facilities anif/or structures/dsclliog. oFs r ERS ���
0
DESCRIPTION
HCA
HC -2
SEPTIC TANK COVER (1)
13.5'
16.7'
SEPTIC TANK COVER (2)
9.1'
23.6'
CORNER OF STONE (3)
16.7'
37.6'
CORNER OF STONE (4)
25.4'
42.8'
CORNER OF STONE (5)
31.0'
26.5'
CORNER OF STONE (6)
24.4'
16.8'
9 16 MASSACHUSETTS AVE
l'arruouth Health UcpartrncYrt
I ,
APhROV211) /.• S YARMOUTH, MA
i
SCALE: 1 INCH = 10 FT. DATE: MARCH 6, 2019
0 5 10 20 40 FEET
Nar a Date / I �,*��H of
JOHN L
CHURCHILL JR.G��, PREPARED BY:
CIVIL N JC ENGINEERING, INC.
RESERVED FOR BOARD OF HEALTH USE N0. 4180' 2854 CRANBERRY HIGHWAY
T EAST WAREHAM, MA 02538
SITE PLAN + 508.273.0377
SCALE:. 1" = 10' Drawn By: SJI Designed By: SJI Checked By: MCP JOB No. 4553