HomeMy WebLinkAbout135 Crowell Road - Proposed Sewage Disposal 2%
PLOT P/ //V
4DEEP bBSERVA116N flott- V I
-test bale:
IAT /J-7 A "o e: Novethb I Witness:'Amy Von none, V
L07 A7P Anbouth flealth 1) c' LOC"S MAP
FA y- -157�q �7- -t I 1 -1 - I
elevation'-, depth (in.) horixon
texture Color
mottling -.0theFT
-A 103m-sak 10YR212
6.3. 33 9-44
M.2and I OYR 416
3.3 - '2.0. 44 60
Cl mid. sand
---v r" T- 5/6
SX2- 57
60 -�92 to 10YR 616
�0ArYE coarle San
5 74,
91
.5-1,06
'lx
3 If elp
parent ej
1, re"t materiAl: filarial Outl�ssh
44
Depth to Groundwater: 74 in. Estimated nigh groundwit 'I
Pere- test data; 24'janous passed then 1 -2.0* (ind.
well MnV.29)
Est hole In Smin.29sec. (a), 60 depth,
I m gr(wndirafLril'rJmstme$ftreitucedbY SM due 10 C14 SCA' E:
Ir . me fix
se-Z 61far water body per
0 1 1110 1UwcmsNi0ft wlh,-dtfh dept
1 - I I - --------------
GENERA
0 L NOTES
VAT/CNS TF,,V& �V
CCLt 'k
A L 1. 4w -rR
77.
11MOIJ A"O A-ArE.QIALS ro
A f-S. SrA7E TO
4/1., C-- A�AOLMR&MEqy-S FOR INC roWAI 0`:
zo, ;-0
#5 .PLAN M05 A=+
H-4.44.7n. ff A^0ROw'ED Lkr THE A,�,jro
4. NO PER,
*f,4AJENr S-rPLjcrve
7r V'/)'/ Y i I ES AE C0AJ5rRUC7`E0
10OA; FXPAAISAW OYER 7)4is
VAk-)E�5 8-2.9- TO _8 5. FOR
AC .0 1 PAVPZ)P PERFORMAVCE, 7�4e SeprC ;-AN),� S,,JoUtl) e&
1 AT LeASr O&CE A rCAA1. /- :;,qOU4D
I DEPN Pumpzw m4eiv rH
I -C 0 57 OF'SCUA4 AND SOLIC�; E :-.;7A4
Ic- /. -,C �7— F-xrEz4>S va OF IT; L?Qv-,ID DR�rH.
5 19�5 70 7�C ALL ropsojL, SUSSOIL OR 4,V-r DLL.BrER
f-yC10VtTfD A"D ;?EA�
10(�S M47fR!4L MUS:' e
r"F- LCA4.4,16 AkE4Fk
SOD ro
A4.L A DISTANCE OF _5—
Ac'<XfL4 A,
FEET
4. H4VIAIC- A PeRC. eArF
C-LFAM GRAVEL I)kl
SAAJL) JfA�ERjA*
k6l CH OR FASTER. Y Z L 2 MIA-VTES PeR Wj
M7 ASSUME A�-ESr�-tVslaj
L \ .+ 1 C.r r r,C) •- 1'2 )4�/ /.57 �'t)e AfA7EPAL6 ;WA7 AWA r BE EAC0U&,?-FRED D DwING
I EXCAVATION.
r c 131
A2
4
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-7 414
_T
4?
L E G ENDry
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P)eOPOS.E0 COW'OUP LIAIE
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0 c c PC
4 CONTOUR
Z 7,7,v*.* OF fX157'wG CEsSpOOL
J 5 7J I/ C- ceC'5
Vv— WATER 41 7,1 r-
CRO�-S' DATA
'e�? V/zc, e7le P, "rDRAWC 40ACVM0
1-0 PROPOSED Z2_00 rAU0.V -5EF7-.0 74NWl H. I.
. Li
XA�A,e.Z
ZO .6'P Prr--4�A6P-'0k0CAf-S AT 110 G,4LLojV5 peg DAr,_&&
go
PR0,4>0SED D/9AQ48UT/0,V 80,y
7/ C�, S..v GARBAGE DISPOSAL 15 /YcT
AL40WEO WITH r0415 D,!.S1GV.
2, 6F-PrIC YANK SIZE
AQ0,00SED
'N' eZ> AVERAGE pA/Lr FLOW 2c
PR0,00SED LEACHCAL' 5
A?ES,--Qyf AREA 5&�-r4 YANK PROVIDED
-ZQQ
1b Of EXI
kY.,Y3.A?A7?- a P
Srhv& SPOrE44EVATAOt45 Lo
60ITCA4
TEST "04-F LOCATION
L"C"I"O AREA:
G - GALLONS/9.F
PROPERTY L11va TOIAL ZVDeWALL AREA PA?0y1D&O
L. 1'e C) VVF
R0120 SrGALLO
Ns
PROPOSED "SPOT
ATE 711 -5-jlr- EL-EVAT TOTAL GAL_
SF w
r0 4 80IMM AREA
GAL /S,P
=PC PRcVo 'W"fAk)"f AILDWA84e VAX&* rrL&
CM4AL AWPk4LXIC LOADING -JC�635.jL> GALLOWS
j • GALLONS CS&E(D)
<�9.9 "Nl"U" SIZE L-EACHIAr, AREA &XCFLFD5 MAT ALLOWED WDep
PROFILF OF !3rqrl-- aom 74YE TOWN OF 13QAeD OF NZALrH
Stf-CL OR AUJUINUAf. T" A"O r1rLE S. 'rPICA, /- L El� 6
PUMP rHAMoEp TO BE PRECAST------- &5D,
"0r)EP rO 99r A4FADF Of CALVANUED
112 HORSEPOWER HEAVY DUTY 'Rr I ro
C f!) P-
�'ERSIRLE PUMP REWMED,
zel. 0411$rr. rG- k7- 0
UC
r r TEE, fo'eo'po-SED SEWAGE DISPOSAL SAL S'rSTEA-f
J�?-
4- 25- r. A r� ri
119/v
•
7 �z
CIA 5
r
ELEV. 4 L&J
'61
--45' "61 _4�
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