HomeMy WebLinkAbout44 Cromwell Drive - Site & Sewage Plant� TEST H❑L[_ L❑GS NOTES:
L "L0w,j,u Vw- ASSESSORS MAP:
rD SOIL EVALUATOR'. ��tV� Ii ^/twt C�C/ veho
PARCEL WIT NESS:j�I 0� I��i iL�j 1. VERTICAL DATUM
FLOOD ZONE :"__�� tAPPLI - -- _ LCA-All
� `� 2. MUNICIPAL WATER (� AVAILABLE.
REFERENCE:-,.L•V• �'\ DATE: �-� j 1 ' 3. SCHEDULE 40 PVC PIPE TO BE USED T1 ROUGHOUT SYSTEM UNLESS
PERCOLATION RP.TE: �' 1 \ OTHERWISE NOTED. C4�_ Lb'PjJ(.- HID4. ALL PRECAST UNITS TO CONFORM WITH/AASHTO �IID
WtY/ 1 TH-1 TH-2 5, PIPE PITCH - 1/4' PER FOOT UNLESS OTHERWISE NOTED.
v
A �p�;vw tYJ 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA. ENVIRONMENTAL
LOCATION MAP 5) 51krD (�EnwS�9 �' 3 j�� 117 tri, I CODE CTITLE V) AND LOCAL REGULATIONS.
NE051+SD to` VA0A5tV' ' ci tAp I{-- 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
t' �, �s�7 � ----n���ii]+1I/- � t -.c1 v1Gnlh �i h 'Cb �v ? ✓ --
$'ZG io•xt`S• ,.° �` _.. �1 �Y.�IV�%(�.
x 105.33 r
x 100.16 ' -��'�
HD QIA�Q_
103,97
7�c \99.46
,..� •ei srkww.
x09.31 _ \ y,"I - I ,.>'"
N ;'
837678' x 101.62 108.9°1 , Benchmar� set
�' CB/D �FND Left corner concrete podv'
/� .
E1.404.32 (Assumed)
om -
q&1) 159.39,
'� x 1117.4 r 11112.56 :0
x 107.49 L f O c)d EVA log
a.
Tz�,2IN- U17 `AK E ��.,1J" 62 Po do x
S TIVx ]07.01 .3.
f et)+ K
7
06 06.46
x
�1 `�6 '��'•o OS "°eck 1144
VNO p\ lOb.57 �\ v aQ TDF=107.98
(Assumed)
x 106.80 ,10L52 kl
N �' o
a.' ~ Gar.
:o s
No
104.38 Lot 33
104,28
114.51_`' 2 20,1241 S.F.
\ gab 0.461 AC.
\ \
Pa ved 104 6 107.48 107. Mop
J 104.47 Drive arcel el 30
x 1. .9
1042x"' \\ J �x 1 .73
103.81 _ •`��i!
107.04
103.66 �Oo fk j G/`' T-
"P /9%6. 9
Hu
jo •/
/ a a
x✓1 ,.3 ,02 �. g G+3e of P
1.06 � X00 9511
Scales 1'=20'�_� J �� ��F
...� 101.27 / C"0
0' LO' 40' 60'
"
I
�
O
I
m
m
rn
i
ro
2 88.96
9
D
SEPTIC SYSTEM DESIGN
FLOW '--STIMATE
BEDROOMS AT 110 GAL/DAY/BEDROOM ='530
GAL/DAY
SEPTD TANK
GAL/DAY x 2 DAYS
GAL
USE 11100 GALLON SEPTIC TANK l.,1��___"__,
SOIL :BSORPTION SYSTEM
1 If
U, r _ �?� ✓� T N`. X✓1.1�! O i �T ^R"i11 �_�1 ,4L" 1 1 �-•
t4 �, 6-1n,��, �*WuIln 81 �-Iowjt UH
SIDE AREA
BOTTOM AREA: Z l 'N, �� 1 X 01l 2 �9
D
SEPTIC SYSTEM SECTI❑N
f ,L/CTA
j g..
�r
ELEV GAL
SEPTIC TAI,JK
wAR ER a .
Na. 38721 it .
W013
HEALTH AGENT
kj,-(R13tl�
m,(/Rom
0 1 4y, tz`
I�liloa ( i'
ELEv
L) 111 BOX li�n 1 ev�
ELEV vq_1 41
ELEV�4�� ii,
bV
SITE AND SEWAGE PLAN
L❑CATI❑N o a I
PREPARED FOR: Xfotj
G -
DAVID B. MASON, R.S,
DBC ENVIRONMENTAL DESIGNS
EAST SANDWICH, MA
(508)833-2177
lj 1
SCALE: '� Z
DATE: