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TLST HOLEDATA TE T H�.. �.._...�... _ S OLE DATA
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(OBSERVED 3/19/98 BY PFANNER & ASSOC.) (OBSERVED 1/6/88 BY CHARLES T. CAMP & ASSOC.)
DEEP TEST HOLE
P�Telt. _•H es
• #100 Tut dole , #12
PERCOLATION TEST 0--18"Topsoil
0-10" Topsoil
18-90" Brown/Croy Sand & Stone (Gravel) 10--24" Fine Sandy Loam GROUND SURFACE
p IRON PIN RECOVERED 0-96" Gray Silty Sand Compact 20--84" Gravel
COMMON BACKFILL FILTER FABRIC
o MERESTONE RECOVERED Water 4 90", No Ledge 9
.w _. _... EXISTING CONTOUR
Tesj Hole #17
Tei tjole JJQJ 0--6" Topsoil 6 IN.
PROPOSED CONTOUR 0--73" Mixed Fill & Debris 6-41" Light Brown Fine Sandy Loom
Na Water No Ledge 41--84 Grave! 2 "FRF pyC (PERF.
BUILDING LINE 9 • •• 4 p DOWNikW
Mottling0411.
W WATER LINE Test Hale #102 _ _ -
UqTILITIES (PHONE,ELEC.,CABLE TV,ETC.} ®-12„ Topsoil Percolation Rate 8min/in �""' „ "" '" DIA, BROKEN STONE
D-�OUNDATION DRAIN 12-•32 Brown Sandy Subsoil 48 MAX. OR SCREENED GRAVEL
32-120" Brown/Ton Sand & Stone (Gravel)
Ctb TILI TY POLE Water 0 120", No Ledge
98x0 XISTING SPOT ELEV.
AL M
9 xt?
Tu PROPOSED SPOT ELEV:
Nolo 41103
0-14" Topsoil .
14--36 Brown Sand & Stone
"
. TREE LINE f LIMITS OF CLEARING
36--48" Brown/Gray Very Fine Silt
F.F. FINISH FIRST FLOOR 48--112" Brown/Ton Scrod & Stone (Gravel)
B.F. INISH BASEMENT FLOOR Water 1", No Ledge
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G.F.ARA FG GE FLOOR
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4" PVC ,SCH. 40
OR APPROVED EQU&
y
114 PER FT. Ali SLOPE
Ltd T 6 15 �
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(.� NOTE
5• J3 W l j
394. O LOSING PHE 1. BASIS OF SANITARY DESIGN 4 BEDROOM HOUSE WITH 5-10 NIN.AN. RAS
--.� 2. USE MIN. 1250 GALLON LLp SEPTIC TANK WITH TRENCHES AS SHAWN.
CL TOTAL LEACHING AREA REQUWD = 660 S.F.
TOTAL LEACHING AREA PROVIDED
660 S.F.
+ 1 3. WATER SUPPLY BY ON-SITE WELL.
4. BOUNDARY INFORMATION TAKEN FROM MAP ENTITLED SURDIVtI Pt„A N
CRAG ESTATES, GLEN CRAG PLACE RAYMOND HILL ROAD
- AD MONS, TICVT
> I s PREPARED FOR IIAUJAM R. ALLEN PREPARED RE f2ED B Y CHARLES T. CAIS dt ASSOC. tit
1 MAIN STREET NORWICH CONNECTICUT 1 "_
~� �" #101 CU 60 FEB. 24 188
� P R S 1 i � � :� � ,, / 1 8/9/88. REVISED
o o S E D , 7, > ROXlMATE t Wl S OF FLOOD ZONE A I ?
U 75 R. i j FUTURE �; (AS S• OM ON REERENCE MAP) ` I 5. SOLID PIPING BETWEEN SEPTIC TANK AND TRENCHES TO BE SDR,35 PVC.
{ 6. REMOVE ANY UNSUITA&Z MATERIAL WI
� OU E � E � POOL ,� � � � •'� � L THIN PTI
N N ,+ � ,� ; � SEPTIC SYSTEM AND REPLACE IAiiT'H
F.F.-100.0 _
� � _ � , k � CLEAN GRANULAR FILL (LESS THAN 5% SILT).
FOUNDATION DRAIN NIITNIN 25 OF SEPTIC SYSTEM SHALL --
• •I BE ASTM 3
.� . F. 9 .0SDR 5.
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