HomeMy WebLinkAboutpg 1 of 2 Approval Date - 7.22.2015 - Approved Septic Plan - 976 TURNPIKE STREET 8/9/2019 SCH,40 PVC RESU LT M R. LEGEND:
-6 G'PVC FIND CAD,Et--Z PLUG T�-E �_LEVATIONS,AND TIES GENERAL NOTES DR-35 PVC PIP0E A ER CLEAN101UT Al/iN 3'[IF FINISHED SRADE
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,IN DESiGN
b ADYACENT PROPERTIES. —W5—CO&�ED FiEO= 7R SRCC VVx A Aa CONSTRUCTION METHODS AND MAWRIALS A
X SMIl CONFORM W%THE MASSACHUSETTS DEPARTMENT %
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elks' CY EWRONIMEINTAL PROTECTION STATE ENVIRCNMENTAL
CODE-ME 5(310 COP I&CO)AND THE NORN MDOVER BOAN
6F HEALTH REQUIREMENTS
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146 26 11 L0
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E).��K;VA IN DAV 5 THE DESIGN ENGINEER AND CAL APPROVING
EaF� EOGE OF PA T
AUTHCRITY ARE TO BE NOTIFIED AT LEAST 72 HOUqS
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PRIOR TO iNSPEC-71ONS REQUIRED By 310 CNIR 15.00 1
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6- THE CONTRACTOR S TO VAIFY EMONG SKE CCHDTSNS u
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ANY DIFFERENCES AND NOVIFY THE ENGNEER CT
D 0 ONG CHAt,,43ER BUOY NCE C.ALCIU T ME CONAACMR 3S RESPONSIBLE FOR ALL OF'HE _UA�— �POP TWO FG0-CON'TGUR
AND VERTICAL CONTROL OF ALL SYS-EM COmPONENTS Lalf L V 0�MOXF K
CL SEPT,u-_A'JK-8172- 8, THE MRST TWO FEET OF EACH LiM EXITINS TYPMAL TNFILTRATLIIR CHAMBER
MAI,SEASONK GRC�W;CATAW TAaE-%30 CISTR3BUTION BOX SHALL BE LEVZL
INSPECTION PORT— EY iNTERNAL COUPLING
E X�17 K-,58 X 62,4 LBS LES SE"C SHAM OMER SHAUL HAM SINTIC TANK LL 00 11CCAPS NJA FV
WSPINWID&PWPM ON 1 1 ACCMDANCE WAH A
TANK 8765 LES>4,.- TO CMR 15 35L AND AT LEAST ONCE EVERY TWO WARS. NCT M SfAL_�
;7R T LB '�W.AiER jPL M THAI PUN ME BEEN PREIRED lCR THE 7YPICAL H10 INSPECTION PORT DETAIL
CONS-TRUCTION OF THE PROPOSED SEPTIC SYSTEM, ANY
NA,S
f3 U 0 j?N CT L�L AA AUTERAT�ONS MuST BE APOPOVED IN WRIONG BY THE
7A MY ENGINEER
CA C M
THESf ARE NO PUBLIC OR PIR CATE WELLS Vil-HIN 100'
STO,i�l_,F S, DESIGN ANALYSIS,- �PTC T,7NK-8-4 742' GO THE AACIHING FACILAY
MAO Y SE4 SUNK GRU ND WA IN TA A E 86_30 1 Z THIS SYSTEM G WT DESIMED TO AWOMMATE A
GARBAGE GR'NDER.
ESTNKFED DAI Y FLOW
QPSFT FCRCE la8 X 527'X L58 X BZ4 AS-COMBS M WE SQL PIAUD AS MCKF A OUR THE
SYSTEM SHALL BE A MINIMUM OF NINE INCHES, 4 BMRWM HOUSE(PER ASSESSOR RECORDS)
WSGH7 CIL 74NK(EM;:-T'): LES>6,037 LSS(WATER UPLIFT)....OK X 110 GPD/BEDPOOM 440 UPC(STAIIE REG)
EXCLUDING TOPSOIL P-ACED IN LF-S AND -1 BEDROOMS
SI TE 7 _.F,70
SAFOIENTIA COMICAD TO PREWNT
DEPREWONS DUE:TO SETTLING WFq H MAY C)LUME:
MTOUPT OR CGIOCfSPRIFACE WATER
SYSTEM ACKFiLL MUST BE DMGNFWW-440 WD
,jm0FF ROVE
UUN AN FU16F STONES AND BOULDERS 4%CAD X 2M%-MO GPD
GREATER THAN S�X INCHES IN WE. TAINGS.
TAR C 56 Gn,,S� COY ON SIMILAR m"ERAQ ARE PRGHWTED SM GO<!M0 SAL anE 5 MINIVILM)
WNG AMA PEOURED: REAL COVER ABOAE THE SYSTEm,SHALL BE LEACHING AREA REQUIRED:
12 SV/0 55 WDAF 70a S F GRACED-0 REDUCE INFILMAMN OF QUACE
LOT AA WATER AND MINIMIZE EROSION- FINISH GRADE
_EMH NU-ARFEaROVIDED�PR MARY): PERCOuNTION NUE-12 MPi
SmALL HAVE A MININAUM SLOPE OF 0.02 FEET PER LIAR-016 GPD OF
3 TPE%C�'ES-0 LONG X 1 VME X V XM-wO SF L27 A070-t FOOT. SUR�ACE DRAINAGE SHALL BE DIRECED
CC 51>70 1 W REWRED AWAY FROM THE HOUSE&c SOIL ABSORPTION SYSTEM. LEACTING AREA RMARED
4-HM"-3 TF X I SIDES(01 X 21YMO M, M.&ME AM NO TROMMIES AN THAN 3M FEET NO 44C1 GPD/0.56 GPD/SF=785 71 K
BCTTON,�� �TR A(45�'_X 2-VO-270 SF. RESERVOiRS/PUBUC WELLS LKS THAN 400 FITEI AM NO DUNS
LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DiSPOSAL LEACHING AREA PROVIDE
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4rQ-FOR CONVENTIONAL SYSTEM qYST 'E DWau%G DOES NOT HAVE A FOUNDATiON DRAI LEACHING FIELD CONTAINING TRA NFiLTOR QUICK4 PLUS STANDA R D LP UNITS
I-\ 15 WE NET ATIONS IN FOUNDATION,SEPTIC TANK,AND N. I
(NOT FOR C-NS TPUCTION.-PROOF PLAN TO SUPPORT INFILTRATOR DES,N) DISTRIBUTION 90A SHALL BE SEALED WITH HYDRAULIC CEMENT. 161W WOE X 2W LONG�TOT L OF 42 INFILTRATOR,UNITS
16.WE BUMING SEMIR iS TO HAVE WATERTIGHT jOINITS,TO BE EFFECTIVE LEACHiNG AREA-4.73 SF/PER-.P.OF INFILTRATOR',80TT0M ON'
LAID ON A COMPACT&FIRM SAW AM 6-0 BE LAID ON
70171 SF RECORED/473 S.F/L.F 166,11 L.F.REQUIRED
MAP'07C LOT 5 ON CONTINUOUS GRADE iN A STRAIGHT LINE.
#9632 TURNPiwE S'l— 17.FOAGNFTI:�MARKING TAPE SHALL BE PLACED AROUND 42 WF UNMR uWS X 4 L E NNIT 10 LE TOTAL �PROVIDED)
ALL SEPTIC COMPONENTS PRIOR TO BACKRILUNG
NO PWL+WSAN 7D
M THG PMARTY IS NOT LOCATED WITHIN-HE DESIGNATED wy.
MaTERSHM OF LAKE CTCHICHEWCK
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BASE 1�j(VEPWAL)
- - - - - - - - - - - —
GRAMIC SCALE EA.of-ammmt TO Eye of Paw�mt
M 20 40 80 -20 FEET
90-1 SEE SWEET '7462 �_O,F� DENATITE) COMMIUC31105i /NFOFMA7100j)
TURNFUE STREET VATL� JL�re 22, 2015
f IIN FEET I (PUBLIC-1946 STATE HGHWAY&YOUT-ROUTE 114)
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