HomeMy WebLinkAbout2013-8-15 - 101 Colony Road - Soil and Percolation TestsJames Throwe
East Hartford Sand
8602822684 p.2
8602918979 p.1
sTESTANG, INC.
-MATERIAL
y ,Nft55 LAURA STREET 5 NEW RAVEN, CONNECTICUT 06512 a (203) 468-5216
42 BOSTON"POST J10" o WEL»IMnNTTC, CONNEC ICUT 06226 Q (860) 423-1972
DATE: 07-29-13
REPORT: NI-1276
CLIENT:
East Hartford Sand & Gravel, Inc
287 Strong Road
South Windsor, CC 06074
PROJECT;
Client's Intormation
565,311`CT:
WASHED SIEVE ANALYSIS A STM C-116 D-1141]
�4 c��/. ;�{4R ram' •�e�`� %r
Source:
Fast Hartford Sand & Gravel, Inc.
Sampled:
and delivered by client to MTl on 712013
Sieve Sire Perce►Yt Passing
ASrM C-33
War (9.5mm.) 100
100
#4 (4.7.5mm) 99
95-100
#8 .(2.36rnm) 62
80-1.00
#16 0,118mrn) 61
50-85
#30.(SQOJJM)
#100 (150pm)
#200= (75prn )
Fineness Modufus
40
19
5
This material as sampled and delivered meets the listed specification.
25-60
10-30
2-10
D-3
Mawra's Testing, Inc.
Richard C. Kearns
V A— -
William J. Soucy
'7cc: Client
W16
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RECEIVED
SEP 09 201q
SOUTH WINDSOR
HEALTH DEPT
Town of South Windsor — Health Department
1540 Sullivan Avenue, South Windsor, CT 06074
Phone: 860-644-2611 ext. 248 Fax: 860-644-7280
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Application/Permit #:
Property Owner _ ��_ Location t _
DEEP TEST PIT DATAISOIL DESCRIPTIONS
DATE: �j (Record all Test Pits)
TEST PIT: I
TEST PIT:
TEST PIT:
TEST PIT:
0-1
Mottles:
Mottles:
Mottles:
Mottles:
GW: rvl p
GW:
GW:
GW:
Ledge: "I n
Ledge:
Ledge:
Ledge:
Roots: -6 ''
Roots:
Roots:
Roots:
Restrictive: q Z,.
Restrictive:
Restrictive:
Restrictive:
COMMENTS:
GROUNDWATER TABLE (Near max., below max., etc.):
SOIL MOISTURE (High, medium, low, etc.):
PERCOLATION TEST DATA
DATE: `' (Record all Perc Tests)
PERC: y3v
PERC:
PERC:
PERC:
DEPTH:
DEPTH: 'Z(-
DEPTH:
DEPTH:
PRESOAK: g4-j
PRESOAK:
PRESOAK:
PRESOAK:
TIME
READING
TIME
READING
TIME
READING
TIME
READING
So
2
s1
S
-7
s3
9.7s"
�-
►� zs
11, 2S dr,�
PERC
PERC
PERC
PERC
RATE: ' O Y'"^ I
'
RATE:
RATE:
RATE:
COMMENTS:
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES
SPECIAL CONDITIONS
CONCLUSIONS
Design Flow > 2000 GPI)
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
Retest During Wet Season
Perc Rate > 30 min/inch
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
S"—�_;��
Form completed by:
(Cehified Local Health Agent or P.E.)
Accuracy assured by (If P.E. completed forth): tQ l &
(Certified Local Health Agent)
Others present for site investigation (Fngineer, developer, installer etc.):