HomeMy WebLinkAbout2 Flicker Lane - Site & Sewage PlanILE
In
LOCATION MAP (4 )
ASSESSORS MAP,
PARCEL, A
FLOOD ZONE, 1`I� •CV�i.IUn/`i i
REFERENCE, QtAj 9)
e,�f
100,13
101.04
N82�15_'E
100.53 —1 IOD.00'
UP/2 I
100
\1.62 Paved
iDL80 Drive
Lot 96
10,176+/- S0. FT.
Z. Map 76
Garage
�,1
X 100.94 I
®101.10
1FT-I
TEST nC L_ELOCIS yy - NOTES:
SOIL EVALUATOR t �'l'/LM��w_L%L 1. VERTICAL DATUM, �k�1L%��1%
� WITNESS r`�� llOt^I '�G.(''`` �-: --- --
_�/l._._
Q 2. MUNICIPAL WATER ( _ AVAILABLE.
DATE, 3. SCHEDULE 40 PVC PIPE TO BE USED THROUG UT SY TEM UNLESS
a PERCOLATION RATE, L Z i�. _ OTHERWISE NOTED. _ice yip � /�
4. ALL PRECAST UNITSTo CONFORM ASH Ot
ti TH-1 TH-P 5. PIPE PITCH - 1/4' PER FOOT UNLESS OTHERWISE NOTED.
ri(,Lr 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA. ENVIRONMENTAL
CODE (TITLE V) AND LOCAL REGULATIONS.
4„I61- 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR To CONSTRUCTION.
,f, , °`� / �7tbg i _��w-r���_._�zfo>2. � .►mss-n�-�-a-nc�� ,
war- -Ib _ -Liz-rte. Pio
6kij� -- �� �E- ,vtitwtra�rto WDVL &.a
IWD �vLw� W1b_ tic tST� U.lc�err-_ -rU__ '?v - -
Y.6-4
SEPTIC SYSTEM DESIGN-
Benchmark set
Right tor, cont. step
E1.=101.89 (Assumed) FLOW ESTIMATE
i%"
x
BEDROOMS AT O GAL/DAY/BEDROOM
� S, - -.- e,ti
CLI bT2 - .-_-iF-T1LJ� _
��
L��"Yr�y GAL/DAY --..� EV "I��� '��TFL.2U��TKi'�
SEPT;C TANK .� -*• ,
V 33c� GAL/DAY x 2 DAYS
GAL ..�Q.OPC�S1� (LE Il_� t'f . I,'-? Tb --
-._" l r,n r lvrt,�itt.' Ikiy►ru2T�j r twj ►OGt+�t(�
USE C -ti: GALLON SEPTIC TANK
D07-
SOIL
oTSOIL ABSCRPTION SYSTEM_
�, ti:i �1iLv(� �l tr�.WLt-t "ly (,olrl
SIDE AREA, _+z4)x
BOTTOM AREA, % X -1 I 1, 1_ Z 9� 64-
x 4-
100.37 Eoge — '
Scales 1'=20'
BIRD
L.100.00
PK/SET-BM
LAly�
SEPTIC SYSTEM SECTIONC�-S�
F-1 -
ELEV
DATE
!
ELEV
/DDO GAL
SEPTIC TANK
rl
u1' � 1 r ! r -
1
ELEV gn
e?nTv� F br- r 90,6D
SITE AND SEWAGE PLAN
LOCATION!%L1L?i� U4
ul t4A
PREPARED FOR, C- /v /�ln —
�jov'Tl-/ �1kvzm4ov _ l W44
SCALE, /ZO
DAVID B. MASON, R.S. DATE, it{ oZ
DBC ENVIRONMENTAL DESIGNS
EAST SANDWICH, MA
(508)833-2177
100.32
v
.100.58 �
�
3
h
100
\1.62 Paved
iDL80 Drive
Lot 96
10,176+/- S0. FT.
Z. Map 76
Garage
�,1
X 100.94 I
®101.10
1FT-I
TEST nC L_ELOCIS yy - NOTES:
SOIL EVALUATOR t �'l'/LM��w_L%L 1. VERTICAL DATUM, �k�1L%��1%
� WITNESS r`�� llOt^I '�G.(''`` �-: --- --
_�/l._._
Q 2. MUNICIPAL WATER ( _ AVAILABLE.
DATE, 3. SCHEDULE 40 PVC PIPE TO BE USED THROUG UT SY TEM UNLESS
a PERCOLATION RATE, L Z i�. _ OTHERWISE NOTED. _ice yip � /�
4. ALL PRECAST UNITSTo CONFORM ASH Ot
ti TH-1 TH-P 5. PIPE PITCH - 1/4' PER FOOT UNLESS OTHERWISE NOTED.
ri(,Lr 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA. ENVIRONMENTAL
CODE (TITLE V) AND LOCAL REGULATIONS.
4„I61- 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR To CONSTRUCTION.
,f, , °`� / �7tbg i _��w-r���_._�zfo>2. � .►mss-n�-�-a-nc�� ,
war- -Ib _ -Liz-rte. Pio
6kij� -- �� �E- ,vtitwtra�rto WDVL &.a
IWD �vLw� W1b_ tic tST� U.lc�err-_ -rU__ '?v - -
Y.6-4
SEPTIC SYSTEM DESIGN-
Benchmark set
Right tor, cont. step
E1.=101.89 (Assumed) FLOW ESTIMATE
i%"
x
BEDROOMS AT O GAL/DAY/BEDROOM
� S, - -.- e,ti
CLI bT2 - .-_-iF-T1LJ� _
��
L��"Yr�y GAL/DAY --..� EV "I��� '��TFL.2U��TKi'�
SEPT;C TANK .� -*• ,
V 33c� GAL/DAY x 2 DAYS
GAL ..�Q.OPC�S1� (LE Il_� t'f . I,'-? Tb --
-._" l r,n r lvrt,�itt.' Ikiy►ru2T�j r twj ►OGt+�t(�
USE C -ti: GALLON SEPTIC TANK
D07-
SOIL
oTSOIL ABSCRPTION SYSTEM_
�, ti:i �1iLv(� �l tr�.WLt-t "ly (,olrl
SIDE AREA, _+z4)x
BOTTOM AREA, % X -1 I 1, 1_ Z 9� 64-
x 4-
100.37 Eoge — '
Scales 1'=20'
BIRD
L.100.00
PK/SET-BM
LAly�
SEPTIC SYSTEM SECTIONC�-S�
F-1 -
ELEV
DATE
!
ELEV
/DDO GAL
SEPTIC TANK
rl
u1' � 1 r ! r -
1
ELEV gn
e?nTv� F br- r 90,6D
SITE AND SEWAGE PLAN
LOCATION!%L1L?i� U4
ul t4A
PREPARED FOR, C- /v /�ln —
�jov'Tl-/ �1kvzm4ov _ l W44
SCALE, /ZO
DAVID B. MASON, R.S. DATE, it{ oZ
DBC ENVIRONMENTAL DESIGNS
EAST SANDWICH, MA
(508)833-2177