HomeMy WebLinkAboutpg 1 - Approved Septic Plan - 218 LACY STREET 10/13/2020 LEG--
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#202 LACY SMEET
N/F ROBERT CHICKINSON rT7--
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I El VATIONS BASED ON ASSUME DATUM.
EXISTING TOPOORAPHIC INFORMAMON FROM FIELD SUR,,F-Y,AT
iw��Water Senke
1 3, 111-IE CONTRACTOR S-HALL TAKE-1,4E NECESSARY
STEPS T01 PROTEU EXIS111ING PROPERTY AND
E-K CONC_SEPTIC 7,V4K TO BE ;7
ADjACENT PRO�_R
PUM-0 LV CONTEN-1-AND
C 4 ALL CONSTIRLIC11,0141 ODS AND MATERIALS
DECOVINSVONE CORIDING D AC 1_� I Th SHALL CONIFORIJ
we is no fmnda-tion WWHII MASAC"IUSETTS DEPAR-IMET
TO 11PLE 5 tx.perimeter drain
N_ OF ENVIRON m
MENTAL PROT E-tC'TON S STATE ENMIRONMENTAL N
iPPOR 17,500 G.ALL0JV C01VC SEP-17C I N, CODDE 71-ILE 5 1310 CUR 15.00)AND THE NORT-H AND OVER BOARD
Q97 HEALTH PF31WREMEENTS,
TAW--%4CA-'0L1 PHIC)
N, LOCAL APPRIDIONG 5 THE DESICI-1 ENMNEER AND Mrii W,
AUTHORITY ARIE_TO BE N,011FIED AT 72 HOURS
PRIOR TO INSPEI-11ONS REQUIRED BY 310 CGMR 15.00-
Ex,4 Sedm�n FFPPC,P H�20 C&4a 1
I ON N, 6 THE CONTRACTuR IS TO VERIFY EXISS-ING STE�ONDITI'S
P,-B--x-6 OU RLET- Inc-;dw4 ',Qre
N, -FE COS-
AND NO=nFy THIZ ENGINEER OF kNY DI;
U1014.FliVISHED rPADE i 7&p&rwn�10� OWNER:
7 THI E CC-NT7-,ACT-'Q 1S RESPONSIBLE FOR ALL OF THE HORIZONTAL
ev
OVSP96-75' l o')
TROY&H-E-01 MORAN A,141 D VERTICAL C ITROL OF ALL SYST-_M COMPONE TS,
7q E PIRST TWO F-LET OF EACH LINE ExiTING
DMAWIT OF 5 FOOT 01VERVIG 2`18 LACY STREET
nir - -AE DISTRIBUTIDN BOX SHALL BE 1_E`F_L
C I E=_
Ad A�PIA L TO 14EE T
NORTH ANDOVER,MA 01845
1 *-k.-y - I
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431 9 SEPT;C SYS-iEM OWN, SHALL HAVE SEPTIC TANK
SPEOCIFICA RaN INN, INS Sri&FUMPED OUT N ACCO-IDANCE WITH
15-55(3)OF TP?RLIE 4 FORMAT'n CMR 15.3511,AND AT LEAST ONCE EiFERY TWO YEARS,
4- ASSEESSOR INE N: 31
10 THIS PLAN HAS BEEN PREPARED FOP TIE
0(�4
Y A 0 "97-6)
TAX MAP 1 055-C i OT 10 C0NS'MIJ1S_r11NN-OF T F PROPOSED SEPMC SY'STEM. ANY
UST BE APPROVED N WRI TING BY T E AILIERATIONIS k
i PROP,SOIL ASSORP-1,10-11N AREA
ENGINEER,
LEACHING BED
�\N\
THERE ARE NO PUBUC OR PRIVATEE WELLS WITHN 100'
12'W x 502L -112
ACHING FACIUTY�Prop.Boulde, IF Or TI E IU I IF 00
N 1h,g I N i I Approximate Locotion of Ex� 12 THIS SYS-7-EY.it-NOT DESIGNED TO ACCOMCDATEE A
3 DiSRiSUTION LINES ;;,t 1 1`11 00
sepvc Fleid t Dc
ME GARBAGE GRIN ER
cb=-doned hi-mace - S C)
!3,TI4E SI)k PLACED AS BACKFILI,OVER THE N U\ I
PR D,40 MIL HOPE BARRLER prv-sou If F NINE!NCHES. 00
y I (f) Z cl-I
ire SYSTEM SPAL BE A MINIMUM OF - I I 1 3
(AT EDGE OF 5�Owpm'G) Qv,® LL r- CA < 1
EXCOLIDING TOPSOIL,PLACED lN LIFTS AND
'NE CT ENDS OF Su7VCHEN-11-Y COMPACTED TO PREVEN. X;I
T
!0P OF BARRIER ELEV�95.5' bN r 1\ x
so-TO10 OF'BARRIER ELEV-92.01 EPRESS1100-NIS DUE TO SE-MILING WON'MAY
1DJJ'5T1R1&;T?r_W PYPES W1 D L(
r u PV,PIPE, 77-E f OCARGIN OF ALI,UNDERUROUND U77IJr-ES SHOW-W A
�4�617 iojq Q
I RE ARPROXIMA TEE 1 !N-�ERCCEPT OR CCCLECT SURFACE WATER -O[D
AIN'D Afif BASED UPON A PAR7!AL IREELO SURICE Y AND 0-WiPut A 77-CIV OF i RUNOFF ABOVE E 1HE SYSTEM, BACKFILL MUS_BE LL
24. Q,
12- iPLANS 01F IRECOPV�THE Sr &VO-NEER D�S NOT WAIRRAN-ir C-AN AND FREE 00F STONES AND 80%1�DERS 0
T Tr DEPIC71D OP NOT GREATEER THAN SIX INCHES IN SIZE, 0
fAISPECTION POR.1 0 1W 7141.
NOR GUARAWEE VIE LOCATION OF ALL UBLRES
3'OF FINISHED ADE -1-
_7 C5h 70,,A C -F C-4 T 7 7 aN, CUAY OR WILMS!MATERIALS AREE PROHIBITED,
CR, q.A=ID1.7 To COU.ME&ICEME.VT c C S 00
_C
>�-ALL U77LIRES Am-Ccqv-iACr Df�-SAFE RINAL COVER THHER SYSTEEM SHALL BE W-17IFY T 12 I-AF LOCADSIA4 CL<6- 1AT GRADED TO RE`JU-INRILTRATION OF SURFACE 1i
3_7'
ER
WAM AND MNIMIZEE EROSI ON, RNISH GRA DE
am =� \Ij<
Spike 1-,16'p1he SHALL PA\F-A URNW10 SLOPE OF 002 IFEET PEER
FOOT. SURFACE DRAINAGE SHALL BE DI EC='ED
0 iR 1 z�Abow�-mmd I A LL 0WERGROIJ-10ND U RLITY L�A TA)R_EPR�E=SEWS PEL aRD, T AWAY FROM T14E HVJSE SO!I_-ABSORPTION SYSr_M-
REC011FERED 7WOUGH/REE5EARCH MT t_40UTi i,k T4ERE ARE NO TIRIBUTARIES LESS IHAN 32"FEEET�NO
N58i�7489_9_:= RESERVOIRS/IPUBUC WPj_S LESS-,HAN 4,00 FEET AND NO DRAINS
tc CA D tv I IEM RCA 77 NGQP SO'BSUFFACE '0 1SURFACE Dr -A, 0W
-1_,arjo* LESS THAN 50 FEET r-qOM TI411 PROPOSED SUBSURFACE DISPOSAL
SYSTEM T14E DVF-WNG DOES NOT HAVE A FOUNDA-PON DRAIN.
15.PIPE PEmE=IRA-,110NS IN FOUNDATION,SEPTIIC TANK,ANQ
D!�:.�RIBUTION EOX N SHAI-1 BE SEALED H-DRAUI C rGEMW T
16 THE BUILDING SIDWER IS TO HAVE WATERTIC-14T jOINTS,TO BE
Edoe of Pavement GR ON
LAID ON A CIDWIPACT&FIRM BASE,AND IS TO BE LAI APHIC MALE Oki CON71NUOUS GRADE 1N A STRAIGHT
-
0 0? 40 so MAGNETIC MARKING TAPE SHIALL BE PLACED ARD-IND
I
LACY STREET ALL SEPTIC COMPONENTS PR*R TO BACKFIWNG.
18,THIS PROPERTY IS NOT I ATED W17HIN'PHIE DESIGNATED
DA TEi
HN FM WATERSHED OF LAKE COCA ICHEWICK- jULY 1 0, 2020
'I inch�20 ft. 19,ANNUAL MAIN ANCE OF-IHE EFRLUENT F11 TER ON THE OU-1 P-C