HomeMy WebLinkAboutEngineered Plan - 1986SEOTION - SEWAGE
t I
�j ,�-.pSEEPTIC TANK - tV - "D" BOX -
TOP OF FDN
1$-Zl PYMSL)• G, +/vGr NIP�Q
I
�-, - LEACH P{
"2" OF 1/8 TO ih"
WASHED STONE
4 D t
IN • I OUT • N . 5�, '�� (N
OUT
T
SEP
ELEV. TANK
1U
ELEV. ELEV. AELEV.
x
ELEV.
ELEV. !1 L r4.
4 1
I
3 � I ..Z. OF 3A" - 1Vi"
WASHED STONE
TEST HOLE LOG
TEST BY t—,ni + t�lELt.Ea?WE�-I-E��J T. 1
TEST DATEC��
T.H. 1
_aG ELE .4�,
uP.xal(�
a
M DI M
T.H.*2
kVr✓2t��( �IL.comotTlot45
'a;r7. Z �7 Comsmoi
JPESIGN B'
- LEV.
PERC RATE 4Z- MIN/IN. DISPOSER DI SER
FLOW RATE 110 (GAL./DAY052 ",.171�6O
SEPTIC TANK (►.S) S
REQ'D SEPTIC TANK SIZE 1 1100712
LEACH FACILITY
SIDE WALL 1t(0' 13. S 2, ) _ 12 G/�
BOTTOM G/D.
3 7. TOTAL z of -vo
LlUSE: dN� )��ElT LEACHING PI'C
& 10` EFF . D(�M k 6I EFF- DEF'ry
WATER ENCOUNTERED
NOTES: (UNLESS OTHERWISE NOTED)
1. DATUM (MSL) + TAKEN FROM -H __,.,.„-QUADRANGLE MAP
2. MUNICIPAL WATER 1!�2 ----AVAILABLE
3. PIPE PITCH: 4i" PER FOOT ' (�
4. DESIGN LOADING FOR ALL PRE -CAST UNITS: AASHO - Ft • 44
5. MIN. GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT.
6. PIPE JOINTS SHALL BE MADE WATER TIGHT
7. CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM. OF MASS.
STATE ENVIRONMENTAL CODE TITLE 5
CONTOURS (EXISTING)-------------
{PROPOSED)-O-O-O-O- APP
NGINEER
VM9
BOARD OF HEALTH
\ MA
A--�E-�bsc e,c, MA-' S1
�i✓ '� 40
Feo JT
evMAr_ 7.o
r -3r JAM '
_777—
-1_lo,.C� '
v -
/i
411,45 ITE PLAN
A
OF 11 LOCUS: I<I OA4(JA, VA, I W
1 ARNE REF: l..l�P 3Sos4-,� �+ET
H. 2
1
} down cape .engineering 9 OJ�'`A
+ #2 PREPARED FOR: a
CIVIL ENGINEERS pP� 4
LAND SURVEYORS X020 blain 8L - - - -
b LAiY RVEYOR
� � Oc — ^