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U ncas Health District
SITE INVESTIGATION FOR SUBSURFACE SEWAGE DISPOSAL
Owner: Chestnut Ridge Associates, LLC Location: 82F Pires Drive
Deep Test Hole Data/Soil Descriptions
DATE: 3-4-09 (Record All Test Holes)
Test Hole # :1 `
Test .Hole #,2'. ---Test
:Hole # 3 .. ::
Test .-Hole # :4
0-12" Topsoil removed
0-12" Topsoil removed
"
0-12 Topsoil removed
0-12 Topsoil removed
12-36" Gravel with
12-36" Gravel with
12-36" Gravel with
12-36" Gravel with
cobbles (current
cobbles (current
cobbles (current
cobbles (current grade)
grade)
grade}
grade)
36-108" Light grey and
36-106" Light grey and
36-120" Light grey and
36-108" Light grey and
brown sand
brown sand
brown sand
brawn sand
Mottling: 160" from
Mottling:36" from
Mottling: --'
Mottling: ---
current grade
current grade
GW: ---
GW: ---
GW: ---
GW: ---
GW: ---
GW: ---
Ledge: ---
Ledge: ---
Ledge: ---
Ledge: ---
Roots:
Roots:
Roots:
Roots:
Restrictive:
Restrictive:
Restrictive:
Restrictive:
Test�N�ole #
:Test Hole;# .
Test Mele #
`fest Hole*
0-12" Topsoil removed
Unsuitable for Sewage Dis osal
Probabis High Groundwater
Additional Investigation Required
12-36" Gravel with'
Wet Season Monitoring Required
Slo e > 25%
Perc Rate < 1 min/inch
Retest During Wet Season
Licensed Engineer's Plan Required
cobbles (current
Other:
-Ledge < 5 feet below grade
grade)
Open Watercourse or Wetlands X
36-120" Light grey and
brown sand
Mottling:
Mottling:
Mottling: ---
Mottling: ---
GW: ---
GW: ---
GW: ---
GW: ---
Ledge: ---
Ledge: -
Ledge: ---
Ledger ---
Roots:
Roots:
Roots:
Roots:
Restrictive:
Restrictive:
Restrictive:
Restrictive:
SPECIAL CONDITIONS
CONCLUSIONS
Design Flow > 2000 GPD
Suitable for Sewage Disposal X
Public Water Supply Watershed
Unsuitable for Sewage Dis osal
Probabis High Groundwater
Additional Investigation Required
Ground Water < 36 inches below
rade
Wet Season Monitoring Required
Slo e > 25%
Perc Rate < 1 min/inch
Retest During Wet Season
Licensed Engineer's Plan Required
-Pere Rate > 30 min/inch
Other:
-Ledge < 5 feet below grade
Limited Suitable Area
Open Watercourse or Wetlands X
Flood Plain/Seasonal Fioodi
Oft-
So—oo
5.667+/- acREs
v' /
0
Milford Plant Arrow Concrete Proc ucts, Inc. Norwich plant
539 aronoque Road 560 Salmon Brook Street 21 Yergason Avenue
Milford, Connwticut
Granby, GT' 06035 Norwich, Connecticut
(860) 653-50953
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DESIGN RECOMMENDATIONS/COMMENTS:
DESIGN NOTES
t. CgWC ETE.4300 PSL 2e aAYs _
2. INLET eAFFU - 4" PVC WH 1N49T PIPH SEALS
Form Completed By: Aimee Eberly. R.S., M.P.H. i,oUTUTsAMI-4NotrfLiErMTAILWITH PAS TRA>P AC -3
Others Present For Site Investigation Sanitarian, 4:i�Et FORCTMeNT-STHJGi.WIRAN9;HaNxe11,10a
g ( Engineer, Owner, Etc.): Bill from P&H Construction s. TONOUZ Arra OROOVE,O1NT SEALitD WITH MASTIC sEALANT 1250GALLON SEPTIC TANK
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