HomeMy WebLinkAboutSeptic New 446 Barber Hill Road TOWN OF SOUTH WINDSOR
HEALTH DEPARTMENT
Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department,
Town of South Windsor. /1
Fee Paid %i.3,C7y r Date _ '_/ov �0 Permit Number
As a subsurface sewage disposal system installer licensed in the State of Connecticut, I
Name, Address, Telephone Number, License Number
hereby apply r a permit �toconstru�tlrepair a subsurface sewage is9osal stem located at
`l � and owned by ikli��v l ,.� Al
Street, Address, Lot Number Name
Address
Information to be supplied,by Applicant:
Type of dwelling PC-51d enh4/ . If non-residential, estimated daily flow
Residential,Commercial,Etc.
Number of bedrooms 5 Size of lot ,2,00 Auk
Number of fixtures above basement
JTubs,Sinks,Toilets,Etc.
Number of fixtures. in basement, if any
11} Pumped or gravity flow,
Type of water supply /�C- If private — -
Public-Private NHC Lic#281
Information to be supplied by Health Department:
arrler
Soil type at various levels
Percolation rate Square feet of effec J.F.C. ENDEAVORS, INC
Size of septic tank Type of system Patrick Carrier
Number of dry wells, trenches, etc.
Office:860-793-6805 Site Developer Ing
units. Distance from well on same property Fax:860-793-4920 68ASouth Canal St
Curtain drain required Cell:860-508-5508 Plainville,CT06062
Yes,No PatrickC@ByCarrier.com•www.ByCarrier.com I
Height of system above ground water
ledge ;rnmar%Arvre anil lnvor
If automatic closing is requir(
PHCy�.� BALL: i
DATE E _
A PLOT PLAN INDICATING ! FOR AAZTI M ITEM, EM-
BANKMENTS, WATERCOUP M
FINISHED GRADES MUST BE OF HoN�O i
ROPOSED
®FAX ttETUI3IiEU
THIS PERMIT IS NOT TRANS' PHONE MoaILE �'��® YCItJIt GALL
NO PART OF THE SYSTEMS AREA CODE NUMBER EXTENSION
MESSAGE t, LEASE CALL D BY THE
SANITARIAN.
l ILL CALL
SPECIFICATION AND REQUI Aoa#N aES MUST
BE APPROVED BY THE TOWI cAtrTc
- s� eau
THIS PERMIT SHALL NOT B ANrro IN NOR IS
stMctu
THIS SYSTEM GUARANTEE[ SIGNED ==STOPS. FORM 4003
Permit Received by 0057Y7 Date /O
Signature of Applicant&License Number
For Office Use Only
Permit issued by Date
System installed by �yrp
Final Inspection Approval 0 A, Date
- - - - --
JaC Soils
--Steven Jacobs _ -- --- --_- - --- -_
Soil Scientist
PO Box 194 Ashford, CT 06278
REVIEW OF SITE PLAN FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM ON:
�j L1 arbP-r- LLt`/ 12d SQ GU !0l Ws-o r ,CT
TO Al d f-ew PA-,� S v scxt l kort DATE OF PLAN 3 S l o
FROM_ �, �; o 6 s L ( -_�- REVISED TO
DESIGNER: 1!C
REASON FOR SUBMISSION
( )HIGH GROUNDWATER LEVEL (e'-- IZESTRICTIVE SOIL HORIZON
( )SHALLOW BEDROCK (V NEW CONSTRUCTION( )REPAIR
( )EXCESSIVE SLOPE ( )OTHER
DESIGN SPECIFICATIONS
ESTIMATED FLOW: d rm a- �u6 DESIGN PERC. RATE: jO MINAN.
SEPTIC TANK: P G G O GALS. LEACHING SYSTEM: 7 Tl 3 SQ. FT.
FILL SYSTEM: f a • o FT. 0,00 L. . r u 0" 6-o (e-rceS 4
CURTAIN/FOOTING DRAIN: ;!7-7-GGT OTHER:
ACTION:
( )APPROVAL
(?APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED
( )APPROVAL DENIED- SITE UNSUITABLE FOR AS IT PRESENTLY EXISTS
( )APPROVAL DENIED-INSUFFICIENT INFORMATION ON PLAN
( )APPROVAL DENIED-REVISE AS NOTED //
COMMENTS: l q c e_ tc fait 12 11 200. Q
3 v
clP a e 01 grrGvpC
wtler
Post-it®Fax Note 7671 Date #of
To pages
From f'C
COPIES TO: Co./Dept. Co ,
(BUILDING OFFICIAL Phone# Phone#
(4 TOWN PLANNER Fax# — Fax#
(�'ZONING OFFICER
( )WETLANDS OFFICER
(;d APPLICANT STEVEN
(2<-ENGINEER REGISTEJA SANITARIAN
( )OTHER
DATE //1 An
�
, $ -
.
-
-
\ $ 41 -
-
. . . ..s. , -
.. .
-
.
� «±
05/20/2010 THU 11:00 FAX 210 349 2464 ERCC OFFICE 12001
*** FAX TX REPORT ***
TRANSMISSION OK
JOB NO. 1073
DESTINATION ADDRESS 98602918757
PSWD/SUBADDRESS
DESTINATION ID
ST.- TIME 05/20 10:58
USAGE T 00' 33
PGS. 1
RESULT _OK
? atePost-i°Fax Note 7671 �
AC g A To From -C
i
Steven Oomept. Co. 0. S' i
SOz1'SC Phone# Phone#
PO Box 194 Ash Fax*Fax
REVIEW OF SITE PLAN FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM ON:
y arb co-c CT
-7
.TO Al Cl r-e-w .� - S Q SOLO ko��n DATE OF PLAN 3 S !0
FROM S-c'6 s��( '. REVISED TO
DESIGNER: ' k c
REASON FOR SUBMISSION
( )HIGH GROUNDWATER LEVEL ( tESTRICTIVE SOIL HORIZON
( )SHALLOW BEDROCK (X)'NEW CONSTRUCTION( )REPAIR
( )EXCESSIVE SLOPE ( )OTHER
- DESIGN SPECIFICATIONS
ESTIMATED FLOW: 6- drm .t- Lb DESIGN PERC.RATE: 10 MINAN.
SEPTIC TANK: P 0 G 0 GALS. LEACHING SYSTEM: 7 3 SQ.FT.
FILL SYSTEM a• -o FT. Try
CURTAINNOOTING DRAIN: OTHER:
ACTION:
( )APPROVAL
42<APPROVAL WITH MODIFICATIONS OR PROVISIONS NOTED
APPROVAL DENIED-SITE UNSUITABLE FOR AS IT PRESENTLY EXISTS
{ )APPROVAL DENIED-INSUFFICIENT INFORMATION ON PLAN
( )APPROVAL DENIED-REVISE AS NOTED
COMMENTS: `^ u&I tc wit (z 1a.O t•t,
Z v
e_� o er- deg, aLpV_p
K c, e .
wca4 g2c= r r-
0710712010 08:51 MT GROUP (FAX)203 949 7735 P.0011002
GRAIN SIZE DISTRIBUTION TEST DATA 7M2010
Client:Herb Holden Date:7/1/10
Project:In House testing
Location:East windsor pit pit-B4 PO# 10435
Depth:N/A Sample Number:4061
Material Description:Reddish-Brown sand,trace gravel
Liquid Limit:N/A Plastic Limit:N/A
USCS Classification•SP AASHTO Classification:N/A
Testing Remarks:ASTM C 136,C 117,2.4%retained an#4 sieve septic fill,
Tested by:AS Checked by:Habib Chaudhary
Material specification:State septic sand
e
Post#200 Wash Test Weights(grams): Dry Sample and Tare= 1365.90
Tare Wt.=0.00
Minus#200 from wash=4.0%
Dry Cumulative Cumulative
Sample Pan Sieve Weight Lower Upper Deviation
and Tare Tare Tare Weight Opening Retained Percent Percent Spec. Spec. From
(grams) (grams) (grams) Size (grams) Finer Retained Limit,% Limit,% Spec.,%
1422.90 0.00 0.00 #4 0.00 100.0 0.0 100.0 100.0
#10 90.30 93.7 6.3 70.0 100.0
#40 869.20 39.0 61.0 10.0 50.0
#100 1306.10 9.2 91.8 0.0 20.0
#200 1365.50 4.0 96.0 0.0 5.0
Cobbles Gravel Sand Fines
Coarse Fine Total Coarse Medium Fine Total Silt Clay Total
0.0 0.0 0.0 0.0 6.3 54.7 35.0 96.0 4.0
D10 D15 D20 I D30 J D50 D60 D80 D85 D90 D96
0.1670 0.2091 0.2497 1 0.3360 0.5569 0.7093 1.1995 1.4033 1.6864 2.1663
Fineness
Modulus Cu Cc
2.37 4.25 0.95
MT Group
-r
07/0712010 08:52 MT GROUP (FAX)203 949 7735 P.0021002
Particle Size Distribution Report
ci c CA - c m o c0 o y 0
if it
100 t ? is ? ——— State se tic sand 0
I I I I ! I I I � 's•';.14 ijijs,;' ;< I I 1 I I I
I f I l f l l I ''I"lit r. I I l I I I
70 i t i I I I ( — 30
l I I I l i.; `
40 Mrn
Z fi0 I I ijs' I I I I m
4 I I l i I I I ! •• 1 I I I I
F I f I I I I I I 11jUi „';;! I I ! I 60 -Z-I
Z 50
Uit
n
a Il• ," I I I I co
a 40 I I t i; ; ,i,£l;.I I I I Bo M
X
I ( I I I I I I i €�l;;('`tji•�;� I I I
30 70
10 ' I I I I ? I
I I I I 1 l I I I "f��• -`�r�si�
0
100
100 10 1 0.1 0.01 0.001
GRAIN SIZE-mm.
%Gravel %Sand %Fines
Coarse Fine Coarse Medium Fine Silt I Clay
01 0.0 0.0 0.0 6.3 54.7 35.0 4.0
LL PL D DAn Dgn U.10 DIS D10 C C
o N/A N/A 1.4033 0,7093 0.5569 0.3360 0.2091 0.1670 0.95 4.25
Material Description USCS AASHTO
o Reddish-Brown sand,trace gravel SP N/A
Project No., Client: Herb Holden Date:7/1/10 Remarks:
Project: In House testing o ASTM C 136,C 117,2.4%
retained on#4 sieve septic fill,
o Sample Source:East windsor pit pit-B4 PO#10435 Depth:N/A
MT Groun
Figure
Tested By: AS Checked By: Habib Chaudhary
08/19/2010 THU 07:59 FAX 210 349 2464 ERCC OFFICE 2001
*********************
*** FAX TX REPORT ***
TRANSMISSION OK
JOB NO. 1421
DESTINATION ADDRESS 98602913691
PSWD/SUBADDRESS
DESTINATION ID
ST. TIME 08/19 07:58
USAGE T 00' 33
PGS. 2
RESULT OK
�iTO
f
Po t Y6 64,o "be Ali 1
Note 7Date .J #of
To I Pages
From
CoJDepf. Co.
Phone# Phone 6 f/v.?5
. Fax# � Q���'� Z! Fax#