34 Pleasant Street Proposed Septic DesigntppppNCH�(Apppp
TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
ELEV:. 14_ SG 10 FT. INnIUM 10 FT. MLN" FROM SLAB OR CRAWL SPACE
NG VD
UK PIH�UTGI� / 40 IPER FTE,
2,8z =34"
4' CAST IRON PIPE 9otNN
(OR EOUJ WNWUM
PITCH 1/4 PEA FT.
ZfJ02L CIL7 R
FLOW LINEW
-EU. • / /, 74 .-T&
. /i./7
EIEV ../ /, GAg �y o./4.
BAFRE DISTRIBUTIONML-to
BOX
LACHES. (TTI BE PLACED oN FTAM BASE) TO BE Wiv TESTED
,1,4, INCHEs 2000 GALLON IF TM+ ONE CUTLET
SEPTIC TANK (TO BE PLACQ ON FIRM BASE)
%W;
N SAND
LOAL
t 3•�Jp ¢EE L to
83
AND 'SEED
�OF
1/BTO, i' Ci1R13c1�/I
t WASHED STONE ;=14 7-67t
CL I J,3M„A VENT ; REQUIRED
1 CU. FT. OF
ZE CONCRETE
a ANCHOR”
100 • atv 9:'r
/ /:4 zo
/ 2 HIGH CAPACITY INRLTRA TORS ! ° 2
Eq uA{i w rH STONE IN AN
TMC34 FORMATION
SOIL ABSORPTION
SYSTEM (SAS)
ZON9 W 24
ZONE
INDEX 9, 2
ADJUST Z•3
LEGEND:
�sPool
DUSTING SPOT ELEVATION 001,0
EXISTINO CONTOUR----00----
FINAL SPOT ELEVATIOM
FINAL CONTOUR
SOB. TEST LOCATION
UTILITY POLE -0-
TOWN
0 -
TOWN WATER'—W .��
CATCH BASINC(O
GAS LINE -C 0
CLEAN OUT
CP. 0
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BYa, t P t
WTNESSED BY
OBSERVATION HOLE 1 ELEV> J3,2 -
PERCOLATION RATE . - WN./NeH AT 48 -Llo lunare
DEPTH
NORIZ
TEXTURE
COLOR
Moir.
OTHER
11
ZZ
�Q
LSM y
Sanc>t
/d y/Z
3 I.
PRaEcr
S. 1qiEM0UTN
C3
/r
10 yp_
u
L,
DATE 3 /6 9
ale
04 ! o. Z
JOB NO.
12- 7 g p
C
Go'I
LOCATION, . MAF
son
v/t
ft 8.2
rr
„
132
F L 2.2
✓ WATER ENCOUNTERED AT / 32„ ELEV.— ? z
ex/sT-lu DoAr Hovs> NUMBER �DFESIGNo1Ns ALCULA11ONS 7
SEWAGE DISPOSAL SYSTEM,PR ILE uses PROBABLE wATER TABLE ELEv d.: To of >zFMa.rcn
NOT TO SCALE Osm;mED WATER TABLE ( 1 / j / qq ) ElEY. > z • 2 N'. GARBAGE DISPOSAL UNIT NO
BOTIOM OF iESr HOLE ELEV > G 2
TOTAL EmWATI D FLDw
.� 3 I 4. O Cl -' n / U RE( 1oL LINKED SEP= TANK CAPACITY) 7 70Q /DAY
ACTUAL SIZE OF SEPTIC TANK
$ r ,.� • r —�- --? �'' L GAL
v \N A L O O D SOB. CLASSIFICATION GA
�0 .ZONE DESIGN PERCOLATION RATE -77' MIN
+ _ M r - O / ' A8 �F_ C 9) EFFWEINT LOADING RATE �'� GA4 DAY/F.
2� —^-- F_XJSrING. I N F /
ST2LlCTURE _ ! Qac,<00AD LEAC00AREA0JX82�►484A ) r�so F-.
UPLAND AREA 1 Ex r srJ c, I t
---- Td Q � ovEa -� �L _I_ \ �ALy� Ex rsr raG, LEAIiIWQ CAPACITY (AREA RATE) 79 Z /DAY
��pp0 �rLAGE I W T
EL r3. G' I i I P RoAosCD I - _ I]r i r P r F R w/ RESERVE LEAGUING CAPACITY 7 A 2 „/DAY
_ �«UPb lZEM I 1 2f3R I nprTld / s� �to,c) S
�/ Y r I -
1 w I li !t'
��v�� \ 1" t GABA CE I \ =-i--t --- �5 �L ( NOS:
D lzr / I I M VVV i. ALL YCRXMANSHIP AND MATERIALS SHALL CONFORL TO D.E P:
_ ' j G TITLE s AND THE TOWN OF Yrs /err a u r/•t- WJS AND
r I I / / 8.5 "_ ao REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE,
/ 1 \ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TC
1YTHIN r OF FINISHED GRADE.
�I Il _ 1— — — — —r - _ - - M D <t K I %, 11, 3 ALL COMPONENTS OF THE SANITARY SYSIEY SHALL 8E CAPABLE OF
I s -�• IrX /S T/N(� I • I 1 ! �+G 4p MITHSTANDING H-10 LOADfNG UNLESS TELLY ARE UNDER OR Vir".
G pORC/i 1�
h I t� 1A1AJ_ HouSE t 1 t ` A M I1 10 FT. OF DRIVES OR PARKING AREAS N-20 LOADING WALL i&
RE- t (• ??t� �t !f\ USED UNDER OR WITHIN 10 Fr. OF Ditl1iS OR PAR04 ARF•AS,
_ w...w Ya�'vc.Yo iu wsys(R ;ieAy�{j
�F1Z f -1�1 1. i.11V WMOetAy IuaTc Ilcs"�...
h I OSlTlOnjED 1 q t k 1' I BE I�TAREQ IN PLAC
' i 14. ) ( o n �Y Y1 LI 5. NO DETEMUwATION HAS BEEN MADE AS TO COMPUANCE WITH A
I 200 _ - - o u r4r e / Woo �� t' /N V I DEEDED OR ZONING REGULA710Ns OWNER /APPLICANT IS Tti
I ! N zonr OBTAIN SUCH DETERMINATION FROM APPOWItIATE AUT11"_(TY.
/ry < c cc«n rt #0A IZ / A 1 TLLRIEB SHo1111 ARE APPROMIME ONLY. EXCAVA7M re.2N ACTOR ;
`\ I h' ` 1•"' '=� .rwA[e l / RiMp r� IS TO CALL'DIG-SAFE• AT 1-880^344' 72W Al
pa'eCN 8.8 Z OR T�'] COMMENCING WORK ON SITE -
LEAST jig
-,-gook �P� � K 7. PRIOR
GRADES- AND ELEVATMW AS tnL- AS --
3)
Lj DR Vd��✓6j� d�rrrc j G Z. Y - ` CONDITIONS PRIOR TO COMMENCING WOW ON SITE. ANY VAWAIM
3p' I v W4 •I .:rn•vtc _ _ 3G, /oot C)� IS
TO BE BROUGHT TO THE AT'iDIT1ON OF THE DE 0 Ei
1
2'FnNP�C SLFlO @ q=1 W L PARCEL 13 IN FLOOD LONE C 13 8 FIRM ZSoats--0004 C.
% / v I LOT Is SHOWN CN ASSESSORS MAP � AS PARCEL %--e?
... �1
6 _ _ BZ't�•r Aver' ro �,. 10. WMWG SEPTICS ARE T0'BS PUMPED AND BAGLFTLLF3>.
a' —� - PRoP�scn Two I _G Q 11, ALL UNSIATABLE MATERIAL SHALL BE MOVED FROM LWDER AND FOR
- ` i - — - Z'r QTR V,E_ L3AY Qt1 r1 H CE M (� R 9 A MINIMUM OF S' AROUND LEAGik10 FACILITY AND BE REPLACED Md1H
D/sT.� `,� ' I ` l(fA 43An/A `/ Cl MATfR1N. AS SPECIFIED W 310 CMR 1325'x(3
O�
O/ �
APPROVED: BOARD OF HEALTH
I h so O4A ao 2N \�
a/ /BOO ` \� - DATE AGENT
,n'
` STONE �`C'pNC.
rtcrAiry wratt
�Q 7� FL 007j PE Iv.-"
SCALA F JZvr+, F/ 2 n r' rN n►P REV. S/ra/9y.
h Zati1E ZONE I
• C 13 � I,
k _GOO t7�ttON LEACH
wLNZo FRArla �-TLr9T,� (TY>n�
PWM ca L-AEv
(400" VECT Ter Dewe J',4* .rs)
• II
P
t 't
CRA
m
CIVI
� rCNAI
- "
s
>"
Ir! �CoCV S
r^P I
S '
p
Q� y
/ 5 DENN/s
PROPOSED SEPTIC_ DESIGN
FOR
_ft I-- V/ N :,5H FEHA)V
PRaEcr
S. 1qiEM0UTN
CRAIG 9 SHORT
PROFESSIONAL ENGINEER'
SOS- P.O. BOX 1044
398-8311 SOUTH DENNI% MASS 02680
DATE 3 /6 9
scALE 1' =20 '
JOB NO.
12- 7 g p
REVISED 5J2419 9:.
SHEET. 1 OF
LOCATION, . MAF
Q s" /9q