HomeMy WebLinkAbout2014-11-13 - 1 Buckland Road - Site Investigation (Soil)Town of South Windsor — Health Department
1540 Sullivan Avenue, South Windsor, CT 06074
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Applic tion/Permit #:
Property Owner ,z� ) •7a l�A.�Location L
DEEP TEST PIT DATAISOJL DESCRIPTIONS
DATE: 1 A l I -ZH I l H (Record all Test Pits)
TEST PIT:
TEST PIT:
TEST PIT:
TEST PIT:
Mottles:
Mottles:
Mottles:
Mottles:
GW:
GW:
GW:
GW:
Ledge:
Ledge:
Ledge:
Ledge:
Roots:
Roots:
Roots:
Roots:
Restrictive:
Restrictive:
Restrictive:
Restrictive:
COMMENTS:
GROUNDWATER TABLE (Near max., below max.,
SOIL MOISTURE (High, medium, low, etc.):
DATE:
PERCOLATION TEST DATA
(Record all Perc Tests)
PERC:
PERC:
PERC:
PERC:
DEPTH.
DEPTH:
DEPTH:
DEPTH:
PRESOAK:
PRESOAK:
PRESOAK:
PRESOAK:
TIME
READING
TIME
READING
TIME
READING
TIME
READING
PERC
RATE:
PERC
RATE:
PERC
RATE:
PERC
RATE:
COMMF..NTS:
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES
SPECIAL CONDITIONS
CONCLUSIONS
Design Flow > 2000 GPD
Suitable for Sewage Disposal
Public Water Supply Watershed
Unsuitable for Sewage Disposal
Probable High Groundwater
Additional Investigation Req'd
Slope > 25 percent
Wet Season Monitoring Req'd
Perc Rate < 1 min/inch
p
Retest During Wet Season
Perc Rate > 30 min/inch
j 60
Licensed Engineer Plan Req'd
Ledge < 5 feet below grade
Other:
Limited Suitable Area
Open Watercourse or Wetlands
Flood Plain / Seasonal Flooding
Max. G.W. < 36 inches below grade
DESIGN RECOMMENDATIONS/COMMENTS
Form completed by: r�
(Certified Local Health Agent or P.E.)
Accuracy assured by (If P.E. completed form):_ I\f � 'A -
(Certified Local Health Agent)
Others present for site investigation (Engineer, developer, installer etc.):
Site Investigation for a Subsurface Sewage Disposal System
Deep Test Pit Data/Soil Descriptions
Location: Buckland Road, South Windsor, CT
Soil testing for proposed commercial site
Date: 11/13/14
TP #5 DEPTH: 89" GW: N/O LEDGE: N/O RESTRICTIVE: 36"
0-36" Fill Material
36-64" Firm/Compact Very Fine Sand
64-89" Compact Gravelly Sand
Note: Evidence of old septic system observed
TP #9 DEPTH: 96" GW: N/O LEDGE: N/O MOTTLES: 28"
0-10" Topsoil
10-28" Fine Sandy Loam
28-40" Fine Sandy Loam Strongly Mottled - Grey
40-99" Very Fine Sandy Loam — Tight, Gravelly
Date: 11/24/14
TP #1 DEPTH: 105" GW: N/O LEDGE: N/O RESTRICTIVE: 64"
0-24" Fill Material
24-64" Gravelly Sand
64-105" Compact Very Fine Sand
TP #2 DEPTH: 96" GW: N/O LEDGE: N/O MOTTLES: N/O
0-12" Topsoil
12-22" Fill Material
22-45" Fine Sandy Loam, Tight
45-96" Medium -Coarse Sand & Gravel
TP #3 DEPTH: 82"
0-82" Fill Material
Note: No TP #4 per Engineer
TP #6 DEPTH: 96" GW: N/O LEDGE: N/O MOTTLES: 54"
0-6 " Topsoil
6-36" Fine Sandy Loam
36-46" Gravelly Sand
46-60" Very Fine Sand, Mottled
60-96" Compact Fine Sandy Loam
TP #7 DEPTH: 96" GW: N/O LEDGE: N/O RESTRICTIVE: 48"
0-6" Topsoil
6-26" Fine Sandy Loam
26-38" Firm Gravelly Sand
38-48" Coarse Sand
48-64" Compact Gravelly Sand
64-96" Compact Fine Sandy Pan
TP #8 DEPTH: 92" GW: N/O LEDGE: N/O MOTTLES: 34"
0-9" Topsoil
9-34" Very Fine Sand
34-48" Fine Sand, Firm, Mottled
48-72" Very Firm, Very Fine Sand