HomeMy WebLinkAbout2024-1-29 - 1062 Pleasant Valley Road - Septic Soil Test. ,tit i'rrt
Health Department
Town of South Windsor —
1530 Sullivan Avenue, South Windsor, CT 06074
Phone Number: (860) 337-6173, Fax Number: (860) 644-1930
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Application/Per nit #: 24-1
Property Owner: Robert Marouski Location: 1062 Pleasant Valley Rd
DEEP TEST PIT DATA/SOIL DESCRIPTIONS
DATE: 1/29/24 (Record all Test Pits)
TEST PIT: 1
TEST PIT: 2
TEST PIT:
TEST PIT:
0-12 Brown topsoil
0-12 topsoil, brown fine
12-24 Light brown tight
sandy loam with roots.
silty loam with small rocks,
12-24 light brown fine sandy
24-57 reddish brown fine
loam, tight texture.
sandy loam.
24-70 Reddish brown fine
sandy loam. Looser texture.
Mottles: None
Mottles: None
Mottles:
Mottles:
GW: 57
GW: 67
GW:
GW:
Ledge: None
Ledge: None
Led e:
Ledge:
Roots: 12
Roots: 12
Roots:
Roots:
Restrictive: 57
Restrictive: 67
Restrictive:
Restrictive:
COMMENTS: Pit 2 about 10 inches higher than pit 1; groundwater on level plane underground
GROUNDWATER TABLE (Near max., below max., etc.):.40-50 inches below grade
SOIL MOISTURE (High, medium, low, etc.): medium
PERCOLATION TEST DATA
DATE: 1 /29/24 (Record all Perc Tests)
PERC:1
PERC:
PERC:
PERC:
DEPTH:24
DEPTH:
DEPTH:
DEPTH:
PRESOAK none
PRESOAK:
PRESOAK:
PRESOAK:
TIME
READING
TIME
READING
TIME
READING
TIME
READING
12:28
1 5
12:30
3
12:34
475
12:39
6
12:44
7
12:49
8
12:54
8 5
12:59
925
1:04
9.75
1:09
10.5
PERC
RATE. 7-8
PERC
PERC
PERC f
RATE.
RATE:
RATE:
COMMENTS: Perc rate less than 10 minutes per inch
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
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
Proposed system to be no less than 18 inches above ground water, 39 inches into grade (test pit 1).
577.5 square feet of effective leaching area required. MLSS: 22xl .75xl = 38.5 linear feet
Form completed by.- Andrew Abbagnaro
(Certified Local Health Agent or P.E.)
Accuracy assured by (If P.E. completed form):
(Certified Local Health Agent)
Others present for site investigation (Engineer, developer, installer etc.):
Justin Cyr