HomeMy WebLinkAboutDesign Recs 2615 Ellington Road e \ a Town of South Windsor — Health Department
1540 Sullivan Avenue, South Windsor, CT 06074-2786
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
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DESIGN RECOMMENDATIONS FOR REPAIR OF SEWAGE DISPOSAL SYSTEM
PROPERTY OWNER(S): Avini Martizaj
STREET ADDRESS: 2615 Ellington Road, South Windsor
RESIDENTIAL(#of Bedrooms): 4
SEPTIC TANK: Install 1250 gallon two-compartment septic tank with approved outlet filter.
LEACHING SYSTEM: 900 square feet of effective leaching area required.
System is to be designed with a maximum depth into original grade of fourteen (14)inches.
Minimum Leaching System Spread (MLSS)must be addressed.
SPECIFIC INSTRUCTIONS:
1. Permit application to be completed and permit fees to be paid in full at time of application submission.'
2. Installer's construction plot plan (drawn to scale)to be submitted and approved by this office prior to
issuance of permit to construct.
3. Plot plan must indicate location of proposed structure,water supply,septic system, embankments,
watercourses,property lines, and existing and proposed finished grades. Benchmark to be set and indicated
on plan. Note on plan that existing septic system is to be properly abandoned. Wells on adjacent properties
must be located and verified to meet minimum separating distances with proposed septic system (in
accordance with Table 1 of Connecticut Technical Standards for Subsurface Sewage Disposal Systems). If
adjacent properties are served by public water it must be noted on plan.
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Town of South Windsor - Health Department
1540 Sullivan Avenue, South Windsor, CT 06074
aa.C� Phone: 860-644-2511 ext. 260 Fax: 860-644-7280
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Application/Permit#:
Property Owner Avini Martizaj Location 2615 Ellington Road
DEEP TEST PIT DATA/SOIL DESCRIPTIONS
DATE: 2/23/16 (Record all Test Pits)
TEST PIT: 101 TEST PIT: 102 TEST PIT: 103 TEST PIT:
Depth 72" Depth 30" Depth 70"
0-7 in. Topsoil . ' I- 1.- current system's 0-6 in.Topsoil,large roots
7-12 in Fine sandy loam,fine ]each field 6-16 in.coarse sand and loam,
roots lots of cobbles
12-42 in Fine sandy loam,some 19-32in Fine sandy loam,some
silts silts
42-72 in medium fine sand 32-45"hardpan
46-70"coarse sand and gravel,
some stones
Mottles:N/O Mottles: Mottles:N/O Mottles:
GW:N/O GW: GW:N/O GW:
Ledge:N/O Ledge: Ledge:N/O Ledge:
Roots: 12" Roots: Roots: 6" Roots:
Restrictive: None Restrictive: Restrictive: 32" Restrictive:
COMMENTS:
GROUNDWATER TABLE(Near max.,below max.,etc.):
SOIL MOISTURE(High,medium, low,etc.): High
PERCOLATION TEST DATA
DATE: 2/23/16 (Record all Perc Tests)
PERC: B PERC: C PERC: PERC:
DEPTH: 20 in DEPTH: 17in DEPTH: DEPTH:
PRESOAK: 12pm PRESOAK: 12:45pm PRESOAK: PRESOAK:
TIME READING TIME READING TIME READING TIME READING
2:37 7.75" 2:39 7.5"
2:47 8.5" 2:49 7.5"
2:57 9.25" 2:59 8"
3:07 9.75" 3:09 8.75"
3:17 10.25" 3:19 9.25"
3:27 10.5" 3:29 9.75"
3:37 10.75" 3:39 10.5"
3:47 11.5" 3:49 10.5"
PERC PERC PERC PERC
RATE: 13 min/in RATE: 20min/in RATE: RATE:
COMMENTS:
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES
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SPECIAL CONDITIONS CONCLUSIONS
Design Flow>2000 GPD Suitable for Sewage Disposal X
Public Water Supply Watershed Unsuitable for Sewage Disposal
Probable High Groundwater Additional Investigation Req'd
Slope>25 percent Wet Season Monitoring Req'd
Pere Rate< 1 min/inch Retest During Wet Season
Pere 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
N RECOMMENDATIONS/COMMENTS
Form completed by:
(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.):
ABD Construction Justin Breault:ABD Construction Art Breault•Avini Martiza' homeowner
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