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�I PLOT PLAN
LOCUS MAP
LOT NO. .C- —Mta P 3
LOT AREA: ±_4-54_cw_-v_ ss W5T& . P72Ui\ifQG _'Z0T'05r L— v ecsevr3 3d
- ---"vITt-Iti.l THn_
® i2E'vt0\/� At -t-.• E?.�L1_• ESi�l1?v{�LE
i ' !l P2UN1 S F2U :A 'ER Tb 3 -4" i=EIGh{T tFLAG s s,
- ' 4"T?uNE: -24!' Wt-4lT'E. OAK Op- '. j , F,�it Pr,
P2l=f7C�hJ,IN,t�+, ! r (-!Ij- >2 sWOO:,.+-'.
• 2�ntovt=. �.!�i_L •4° � or�.KS, Z ,� F
- R i'2Ut3Es'J"CQCUNCJ ll.'X ITj'P.�t<1a,L�T'fCJrJi7'Ef7G�
tnL�l�srhlr3xfsriNG Prr�lvrr_Y5. o ,.` �,
J LG
n DEEP OBSERVATION HOLE # l LOGL �=
Test date Na 8 1 97 itne-s :'A '.Von Hone B.O.H.SMTwdQ -
i t ro lr•{- 1 �- ! �tiurfeee Iw�z , oqj °. - sm odor soV Martina Otnu (emelt re. sones. - ?,
cB 288. 16'
naae... crosbt.nry, /
x
` 0"_6,• .A..
loamand IOYR 3/3i 51
6d -30 sand.loam" OY
;"-54" Cl nand.loam I...
CN. 20002Y i-
54"-60" C2 silt loam 2.5Y5/4"
60"-102' C3. silt -
t dl � ` l y' Yt U 02"-1
50' C4 med. sand clean sand , GENERAL NOTES ,
/ `.
!. ELEVATIONS 2EfERTO AP/•1%OJc/MATE NC7VO:
no grow d nater encou tered ... '_ -
' i * P.'ALL CONSTRUCT/ON 4nJD MAT6QIALS W CONFORM TO TITLES OF THE
�� /. Parent material (gedogtc) ac a ce con ac MASS. STATE ENw.PgNbfENTAL CODE ^ANO THE BOA,2O : OF HEALTH
f E TOWN D
o r. Ef t F�F'`\� ! % i+ j 'Depth to bedrock + Depth to Grorndwater t 2 Er. Weepirp from pit ace „o
.eEQLVREMENTSFOR TN : F.,_Yq �ti(pUT/-I
,{. zc, _ �'% �'� 'Standi vsterintwle no - .NIA . Al
EL
L. & - , 9 0 - rHI5 PLAN MUST 8E APPROVED BY THE B41ARD
l r�i_ - / + j' _ ^ n8 EsBmetetl seasonalM h IourWwater 3• A HE•4LTHGANO �� OFIELD $.@OTHERS, 1NC._
_ / /^
DEEP OBSERVATION HOLE 2 - LQ(�' 4. NO PERMANENT STRUCTURES SHALL Be CONSTRUCTED .OVER rHE
Teat Date. Ma 8, 1997 Witness: Am Von Hone !�� EXPANS/ON AREA.
i, / f•i [ 7 r" ^ �. pepth hom bal e- Teens L
00 Lip
� ''it==' J ':r 1 +� I - f - < f; >+++e°n Mor4on (USpq - �0f '6v° "v omx 1s ^(Ines, 5. FOR PROPER PERFORMANCE, _THE SEPTIC TANK SHOULD 6E lNSP._CTED , r.
TLCA57 ONCE AYEAR, /T SHOULD -BE PUMPED +✓HN 7}
E{E TO
,TAL
DEPTH Of .SCUM'. AND SOLIDS EXCEEDS %3 OF 1T5 214u10 DEPTH;
C
1 J' • j{! CVR,F.>alb (.TJ' i I tl .r 6"_24^'. A oam.sand 10YR 2 2 ,
I . " 6.ALL MATERIAL SUBSOIL OR ANY DELETERIOUS 'MATERIA[: -MUST 8E
r FSMi V: E?'rL.L�tJ� , t„ ,/�� ": B sand. loam JOYR 5/6 ' . EXCAVATED AND REMOVED TO A D/STANCE Oc - FEET'FROM `
♦- -t� :9- L`" 'C>�C. i ce ¢; --_.: �' •J T`• �•4l 24 48 Cl send loam 2.5Y,6/6 > ALL SIDES OF .THE LZACHIAZ ARE4, 45ACKfILL AS RcOUIRE WI
- _ CLEAN GRAVEL D IH
Z \ - � � r'��.. �' �� � �.,,.,� 70 g� P7JJ - � 48 =60 .� C2 - silt loam 2e5Y 5/6 - : OP SAND MATfR/ HAVING
! c l2 Cr ! q� }C �� 60"�IO2 C3 silt loam 2 MINUTES PER /A! OR FASTER. A PERC. RATAF
CH
iso',F!T.- I e. 1f1„ -- !02 -15 ..:C4,.. Meda aand _ :...
r; r /
i"l�t�"-Y}+ { f� - J � � �.` .elean sand 7. SCHOF/fLD BRDTHEkS:lNC.DDE$ N07 ASSUME RE,,.fWNSIBIL/iY-_...".i
FOR MAT£RIA4S THAT AlAY 6E .6AICOUNTERED DURING
,i� ` (ri Q.f�t--� _ �. • ' no gr and voter vase uebuntered • : EXCAVATION.' _
`f c,
EKtyi " tiT4 . /�Y��(/� Deft bed ocigedaglcf =Glacial Ice Contact .. -
•`rq� : 3 . 4"� ! -,- - ! t>w rock .. Depth to Groundwater 12 f t ,
PA.FI S a no ANeeer frompftface no
.xwa�Ctn�roJEstimated seas" high Orou>dwa!er ` . - N/A ...._
t -
Q 7-C.`
it o `e,4 w'
>t
4
00
.V d! L/ PROPOSED CO
r 1 � T' NE .
EXISTING CON70LJR '
Ig_ : i .. SFT PfR//1JE•TE ` `. - - ,_
Ij (� " �5 RFO yr REy�, n•.£X Civ Ti Cn/ - • ' �\ W WATER LWE DESIGN DATA '
CG-_n}TLE77-2-y 5r AirlY Teo HYDRAWC LOADrnG
J - 2TAc/V/NCr 'E Y.! 577 h„ <�-(7O PROPOSED /ZOO __—d,Ep206N9 47 I!O GALLONS PE@DAY PER bEDROOM•
i� G4LCON SfPrC TANK�N ro}• y
O P?OPO,SED D/SrRI:,%j79N BOX GA40•AGE O!SP054L -IS NOT At LOWED wITN"TH/5 "AESIG,J.
286.81 ' \� `, i 2. SErr,C rANY SIZE
P.ROP056D LEACH 'TRENCH - AVER.( ' �> o
_ ao X zoC. o
' � IS 16 - �� .0 a O• ci GAtLONS
3'bP of GB ,. � i GE DA LY FLOW � .�
EtV,- I�i?1� ti1GND J_. _ . - 14 �Z $EIFi.M�121G I �-� -1 �OPOSED LEACH RESERVE AREA _ SEPr,C TANx PRq✓/DEO a-�.SOC,'D GALLONS tn+INlhWm)
—r.. --•/ J -
.5. Dzs
TOP OF C8 K<w PERGOLA-rAw RA -re M P, 1. GLl3SS
V��. �/. ELEV.> IO.j j A-A.X EX/5nNG 5f�1TELE✓ATlON5 SI-0--w441-LOADING D•J4 :GAttONS/S F. .
M
007T0 LOADING � . p i/I GALLOi1SJ9.E
+�, _ ® TE57' HOLE LOCATION .L- LEACHING AREA:
L�IV to(''i;: ✓�:.Ti-•�i L�j 5�E. rOTAL 3/rCWALL AREA PROVIDED. 2O.0 S.F x O.%¢ G.7L�S.F.
F" w PL/. v BY C�'1 /FK j /t PROPERTY L:'NE
_ --- - -------- — r .236.8 GAL.
C PROPOSED SPOT ELEVATION TOTAL BOTTOM AREA PROVIDED 3LO•t2 SF x. 6A 4. r/$.I!
f � Z �C� •'&' -, GAL.
- - - j --UG— VNDERG�iOt/NO CI TI JI rr?• lA4wA!Lw7 4110WALlLE LOAD/NG (_UNOER TITLE 5) . 423.6 GAUONS
I - - ACTOAL HYAZA+.Y-/C LOADING _ .S. O, i� GALLON$ (52EOJ
- MIN/MUM SIZE LEACHING AREA EXCEEDS CHAT: ALLOWED UNOew?
60?! 7.NE TOWN OF YA,t3/veO07T-/gOA,L'D OF HEALTH 2EQ4QEMEN79
AND Ti TLE 5.
voTet rop of i�biv L•'a - PROF/LE, OF "SYSTEM TYPICAL LEACH TRE'N'CH CROSS -SECTION �1
yEiz a ¢cylrFCT U/�Ecr�v� •
.No SCALE — i r
MANHOLE 4 COVER - MIN. D44 a t4'
`EG. /3• Es .FG. r B.QCYr6H7 UP r0 Wr7HIN 6' Of F1N19HED GRADE F/NI:.HED GRAOc
3'Mw. 3•„,N- c. = i F G.- - f PROPOSED SEWAGE DISPOSAL SYSTEM
V.s�.A. .cr
CLEAN BACKFILL i
2` LAY.ER OF — _� \ FaiZ-P1-ZOPOSECJ Chi=L7Tr20n01 (T��UEL' Lf 1�J
. c F - `_ 12 M/N/MU AT' LOQ4•�-��. `--'•,VS�L.L
�o Wa!_o sraNe v! 2 El1T 2S
YL\lZ(v( 1 J
lNY / - ! eLcr— —� / INK //• 2 f _� /e:g /
' M' L !i T/GHf /O/NTP/PE J `a w✓ -- 2' OF g APPLICANT: 4,1. YIL�LL��ST�I%iTEL. NO. 401
r. 1 / • i (frNFORATcD IN T t'calC r 1f 1 {r WASHED 5, CNE Y
r �f i" )� 103 Wil_UAiv(S. ST, r
sAN/TAQT TEE t^ INT, . /i. o o'_F70
_ 2
/0 �. INLET /rJVERr-�� PROM P tf= � 2 . OZc(06
DISTRIBUT/ON BOX ELEY. ✓/_ o o k�
z ourLErs _
_ � � DATE••%\JG�;,%�, $ i��'? SCALE• AS noted
/NVE,ar ELEVgT/ONS /,F A;LL —`'�
t7 SEPTIC TANK OUTLCTS 70 6£ THE fA,.IE. } __` -�J `—
CAPACITY,:,,✓ SO O_ GALLONS 0 OUTCE75 ro 8E PILE ED rf dOTTGt{ OF
FOR FUTURE EXPANSION !•URPOSE5 I t M-1 DESIGNED BY+ �tt DleAMY 6r; CHEGKE+? Br :
PREC45T..RE1NfCQ.�D_:CONCRETE L.E.I;CHTF7'c%VG%i I Z ELEV. _, �.— - i- L`� t :/P!1'1P
(SEP PLOT P4iN fOL' LOCATION,; .. -
T J. - n t SCHOFIELD EIROTHfPS OF`//.E., INC.
:NOTE: ,ALL PIPE TO BE 4"d P.Y.C. ri;HT JO1N7 - - 5eZ 7YP ;;eCAON - ,'
' OUTLET P1Pt5 SHALL, BE LEVEt '--
FOR AT LEAST TIYD fEET 2TPFi✓CHL'S REO�L�'E•D { C .. i : ENGINEE)?W; SURVErlNC w PLANNING
/VGA Y/—C / I 1 ' t�Y HI ,r ncs X/
P.O LSOX JOt,:. 16, C4ANbE.2.0 C+•r.AY. O.f'LfA 4
II _ ` _C5CH9 255-2DYd .-
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