HomeMy WebLinkAbout83-1872 - Site & Sewage Disposal Plan�- 24' -^{
1500 GAL.
SEPTIC TANK
4'�- 9 max. __°
,
J1
9 'ELEV.7.
DB -6
Dist.BOX
SYSTEMM 'PROFILE
to scale
Q I = G QveStir
Q �
O o � 4.,
O cc 4,5
Bench Mark `
\ g Eolt l
Ta
of t
C� EI 5.64 \*,1
�- 48
<y I tai. f
�nF
r
Ni
I
r�� r
4.4' 4.5 <<
411 E ti � 5,3 ,
t� e
5.4
iF i l t or Fabric
1/8'to 1/2'
4' Perf•Insp Port w/ double washed
screw cap and lawn cover stone _
3/4'toi1/�.
daub le xashed-
Z �k
LEV 7.55 t n -
^ 1'
---
11 5 3 , •;
5, 1
ELEV.
-4 X 1 }': 6 Deep A j. High GVJ /
STONE FIELD OCA TION MAP
1'17'
TEST HOLE iT2.
o�
J
L
HSsesso,-S Mai)
Por cel G5-4
TEST
HOLE
D
o - Lecmy and
s.
A 10YR_4/1
8 -
Design Flow: 3 bedrooms
C
_�
I 16--
Locm
EL. 8 3
D
10YR_-4/E -
x 2CO%
o
p O'ganic
Sand
Use 1530
5'=
---
Lccmy 5od
n inr�^
7.3'- 0.6) -
, e
8,_
t OYR� 1
DATE: 8/30/06
PERFORMED BY: Craig P. Short,
PE
Amy VonHone, HA
min. /in ®
E Fine Sanc
Existing
0.74Ga1 sf = 333 Gal.
5'-
1 GY--- Ry-
Lccmy SOrd
House & Deck
To Be P,emave
„
R
1'OYR44
(TCF 4 El?.75)
Zone A(.5/06-7 .3')
3 2 --
Fine -Medium
EI 1.9
432-2878
Sand
M l to YAP1If UTH,
C 10YR7/6
n in h_
12 0 " -
j__
5.4
iF i l t or Fabric
1/8'to 1/2'
4' Perf•Insp Port w/ double washed
screw cap and lawn cover stone _
3/4'toi1/�.
daub le xashed-
Z �k
LEV 7.55 t n -
^ 1'
---
11 5 3 , •;
5, 1
ELEV.
-4 X 1 }': 6 Deep A j. High GVJ /
STONE FIELD OCA TION MAP
1'17'
TEST HOLE iT2.
o�
EL.
L
HSsesso,-S Mai)
Por cel G5-4
0 -
Organic
SYJTE�I
D
o - Lecmy and
s.
A 10YR_4/1
8 -
Design Flow: 3 bedrooms
Fine Sand
- 10YR7/1
2a
I 16--
Locm
APPRO'\/ED FILL SOIL.
3.) DESIGN ENGINEER TO CERTIFY SOILS OF
D
10YR_-4/E -
x 2CO%
34" _
Fine -Medium
i
C
Sand
Use 1530
1OYR7/6
Septic Tonk
n inr�^
7.3'- 0.6) -
PRIOR TO BACKFILLING.
5.) COM,PCNENTS ARE TO BE WITHIN 3' OF
120" -
0'x 15'x
DATE: 8/30/06
PERFORMED BY: Craig P. Short,
PE
Amy VonHone, HA
min. /in ®
C Layer
IWITNESS:
Perc. Rote: =2
0.74Ga1 sf = 333 Gal.
j GROUNDWATER
ADJ.
I Groundwater Found
EI 0.8
I Index W-11' MiW-29
941 MAI PJ TREE
Zone A(.5/06-7 .3')
SO. HARV•�'ICH, tv:A 02661
Adi. G.'A'. death =
EI 1.9
D�SIGf�I
1.) EXiSTItIG CESSPOOLS ARE TO B
L
HSsesso,-S Mai)
Por cel G5-4
106
SYJTE�I
col da = 330 gal.
110 / y
Deed: Bk.213A3,
P9. 1, 6
Design Flow: 3 bedrooms
2a
Plan: Bk.14E,, Py.79
APPRO'\/ED FILL SOIL.
3.) DESIGN ENGINEER TO CERTIFY SOILS OF
Septic Tank: 330 gal.
x 2CO%
= 660 gal.
EXCAVATIONS PRIOR TO SYSTEM INSTALLATION.
Lot 7
Use 1530
Gal.
Septic Tonk
PRIOR TO BACKFILLING.
5.) COM,PCNENTS ARE TO BE WITHIN 3' OF
Leechina Facility:
0'x 15'x
6"deep Leaching Field
AND ARE TO HAVE A MINIMUM OF 1' OF
SOIL COVER.
Bottom: .30%
15' x
0.74Ga1 sf = 333 Gal.
HEALTH AGENT.
OP.AN E
Note: Garbage dispos
I is not
permitted with this design.
941 MAI PJ TREE
4 .7,
I
p�0
� pGSe
? .01
1-O'
h Toa Of Qlab 3.5'
r (P EI 9.0 _2
Prov'd1
18'x24"min E c,
.Access Door
PROPOSED
HOUSE
Tc: Focndat:cn
Toc of Sab
yFl B.0
.... /y p
0
� N
LOT i
" - 41,053 jr
0.94 AC
RPs`rve `',
i 6 r I Elevations are Based on Level F
------------
Using USGS Ref. Mark RM -25
Trtyt(NGVD 1929 Datum)
A:3
Bench Mark and Flood Zones Are
on FIRM 250015 00060
78
AT
G
_-( C;
Lawn Box4" Screw Cap
v,/Magnetic Tape
_- Perforated Pipe
Fieldi:I_ To Btm. of Stone
1 Use min.: 2- 3/8" Holes
Q 2" vert.spocing
ME PORT DETAIL
LEACH FIELD DETAIL
30'
I n�
Fol
13' 13' 13' I 1.5'
�-- 15'
Jy 5 CFIDHSEPTIC SYSTEM NOTES
r REMOVED
FOUNDATION VENTING NOTES -ca /'1
1.) 8"x16" Smart Vent brand flood and :entllati vents
ore to be installed where shown.
2.) Top of Vents ore to be instcllec below Efe,.tC
3.) Bottom of Vents are to be ,6th;n 12" of Finish -rode.
4.) A Vent is to be installed within 3' of each C'aWI Space corer.
5.} A minimum of 8 vents are to ce Inst^!�ec fo' the Crawi Space.
A mirimum of 4 vents are to be installer' frr tie Garage.
r vapor barrier Is to be instol'ed nc5' -10,0 sOace flc
6.) 0nil. PE Or
m
Joints are to be lopped a ir-murn �` 6'�.
r
7.) Grade at bback of house is to e at Or t"Ov the ccwl space
1R"vi4' Access Door.
11001 �LMv I- _
E.
ITE PLA•N SEWAGE L
reponed For
EA FR.P,4 tIv A i'JET TLES
88 "✓1hTTACHEE SOUTH YARMOUTH, 'uta
PROJ- I �6 SC LE: I "=2
ECT: 09 %' I DATE: I/5/I
1.) EXiSTItIG CESSPOOLS ARE TO B
2
2.) ONSUI"ABLE SOILS ARE TO BE REMOVED
AREA AND REPLACED
FOR 5'
WITH
AROUND LEACHING
2a
APPRO'\/ED FILL SOIL.
3.) DESIGN ENGINEER TO CERTIFY SOILS OF
ALL SA
7.2
EXCAVATIONS PRIOR TO SYSTEM INSTALLATION.
4.) DESIGN ENGINEER TO CERTIFY SYSTEM INSTALLATION
PRIOR TO BACKFILLING.
5.) COM,PCNENTS ARE TO BE WITHIN 3' OF
FINISH GRADE
AND ARE TO HAVE A MINIMUM OF 1' OF
SOIL COVER.
6.) DIST. BOX IS TO BE WATER TESTED BY
HEALTH AGENT.
OP.AN E
G
l NE E R I NG4 I NC.
. i,fSg4Q
2 ppNlEl
P.
941 MAI PJ TREE
SO. HARV•�'ICH, tv:A 02661
CF'OTEAU
t4a 462`3
is
432-2878
�E
�.cec Cl9TE
M l to YAP1If UTH,
aG
t SSfON, E
ITE PLA•N SEWAGE L
reponed For
EA FR.P,4 tIv A i'JET TLES
88 "✓1hTTACHEE SOUTH YARMOUTH, 'uta
PROJ- I �6 SC LE: I "=2
ECT: 09 %' I DATE: I/5/I