HomeMy WebLinkAbout46 Pine Cone Drive Site & Sewage PlanA9 16
T.0.F• ACCESS MANHOLES TO W,7T141N s„Qstied SYSTEM DESIGN
ELEV 3, D FI EV 6" OF fRNSf D GRADE stance
Design Flow; 3 bedrooms 0 110 gal/day - 330 gal
A AN
ELEV.3 .� Set level first 2' < w o I 1 /[ Septic Tank: 330 gal x200% _ �60 ga 1 • Use 1500 Gal Tank
�•p 0 �/s
i/v�ns1 Leach Ing FOC 1 1 I ty: Use 0G-} jG•�, L4LLell Lf{�M,L�£1L1 ✓%i`�STDAIE
die
14 SEE eeee ee<e e e Q a>ve Bot tom : /7..B zS�XD %61 ��5, = 23.9
•, •_ esavee eoet
a
DETAIL e=v... SIQe5 7- /7.7,-f- Y2- x01q4-Pa;2 Ap'/
meeeeeveee
Use fi' crushed stone ......... •,•,:,...•; ELEV. ZS,D T(DT AL =.3-"y Gal.
under Septic Tank and—
D-Box 4 pie /% --�- -L'
MMI -4n LEV.3 ,"L. S� NOTE: Garbage dlsposoI Is not permitted wlth this design.
1500 GAL
SEPTIC TANK
D -BOX LEACHING FACILITY +EL.EV. 23.0
44j. cg.01ty
SYSTEM PROFILE
Not to Boole
CONSTRUCTION DETAIL
STONE
LEACHING UNIT
oaoa °v T
ooca t�goat okZ � °p0�� 34
�tz
tnaaopgoo °D° 7 is L�
102'/ 58' O O o
CV
500 --GALLON CHAMBER
Pl IVr- COl'��E" ORI vE f�----
25'- -�--
-----Vis,------ o 30
CAr4H T Aslni
C,R ATE ELEV Za,S a p oyes _ 41
—
a,t 83,0'0' R
5"Oak.
"ff i
/r
Dg"oak
¢„
,z Oak- do®z .
ry az
3o O
B a1c
-._ —
er3 1
O O 1
30.3
I
T
14-
1
5'
-PTIC TANK
OUTLET
?OW
GAS BAFFLE DETAIL
N. T. S. ,
n
TEST HOLE _&
—EL. 30.1
I I T(ip iw
Subsoil
3' — —
PERC. Medium
to
Coarse
I I Sand
II' —
12' —
5
L 0CA170A1 MAP
Pap 7,5A Parcel/ P2
'Oreo'.* C6300-18,,11
NOTES
I:) SEPTIC TANK SEAM IS TO BE SEALED AND
WRAPPED.
2.) UNSUITABLE SOILS ARE TO BE REMOVED FOR
5' AROUND LEACHING AREA AND REPLACED
WITH APPROVED FILL MATERIAL.
3.) DESIGN ENGINEER TO CERTIFY SOILS REMOVAL
BEFORE SYSTEM INSTALLATION.
4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
PRIOR TO BACKFILLING.
TEST HOLE _r 2
EL. 30.2
Subsoil
Medium
to
Coarse
Sand
II' —
12 ' ---
DATE: 3/2/95
PERFORMED BY: Stepphen Moore.S.I.T.
WITNESS: Amy Von Hone.B.O.H.
DESIGN RATE: <2 min,./in.
TEST HOLE 'I'lla
DATE_
GERF6RMFp BY: Mar}iv E MDran9,f.
WITNESS. Amy Von lone HfA-
PESIGN BATF:tam�a�rrch.
GROUNDWATER
ADJUSTMENT
ELEV. 30.3
=
A
ASO?C/y zca%7
aYRs/3---
i
24 Gallons of Woter in 15 minutes
at Q {-f, de th
znarriy d'and
9.7'
B
/d Ye S/d
27—
Zon213(3/49'8.1):
—
Zone B (1 /96- 9.1 ):
-3.4'.
C
/oYz 7/4
4-
S4 --
' Eleu, Z3,D
- Elev.
22.6
�p�lllo
/Z9 —
J09
DATE_
GERF6RMFp BY: Mar}iv E MDran9,f.
WITNESS. Amy Von lone HfA-
PESIGN BATF:tam�a�rrch.
GROUNDWATER
ADJUSTMENT
PERCOLATION TEST
GROUNDWATER
AOJ.
Groundwater Found :
11'
24 Gallons of Woter in 15 minutes
at Q {-f, de th
6roundwa el' Found
Index W'ef) MIW-29
9.7'
Index Well h11W-29
!9 _
Zon213(3/49'8.1):
-2.4`
Zone B (1 /96- 9.1 ):
-3.4'.
7,3
Adj. G.W. depth -
7.6'
' Eleu, Z3,D
- Elev.
22.6
�p�lllo
,,ORAN ENGINEERING, INC.
941 MAIN STREET. SO. HARWICH. MA 02661
432-2878 /lam
S I TE PLAN DISPOSAL SYSTEM IN YARMOUM
FOR
4b' PINE COME- -40R/VE YAIRI 100TH, MA
PROJECT: 9F—Jc:/ "SCALE; / ".jW20 '. DATE::///2l q
/kwt hc, sw f*/_,(-