HomeMy WebLinkAboutSeptic Repair 661 Strong Road 6 nee
Town of South Windsor — Health Department
1540 Sullivan Avenue, South Windsor, CT 06074
s Phone: 860-644-2611 ext. 248 Fax: 860-644-7280
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B100a APPLICATION
(for building conversion,change of use,building addition,accessory structure a lot line than
Standard application review time is 5-10 days,if soil testingis needed,additional time will be re aired a the review process.
!:�Ga I 01-M K16- KL
Street Address of Proposed Activity/Structure
Owner Name Mailing Address SN-rej )NO S OOL Telephone
Applicant Name(if different than owner) Mailing Address Telephone
Describe the proposed structure or activity with dimensions: L o,7- Lj d'1L- C f 4 1'
ogI 1 nt'Gi-Co � 1 t��L `CM U OZ/ w, 1j i .-"stl' ..7, .0����s C
90kei/.41 A7e0,i+.)b —77--R 1017, (i���L� TV
Residential i/ Number of existing bedrooms 3
Non-residential Please describe
Property served by on-site well? �N If No,List name of water company
Property served by septic system?I Y ) N Age of system Date last pumped I(1yw- Za 14
Plot plan—attach a scaled drawing showing property lines and dimensions,location and size of existing and proposed
structures,and site features such as driveways,wells and septic systems, drains and water courses.
Building plan—attach a sketch/floor plan of the proposed structure,addition or renovation showing existing and
proposed rooms with door and window locations. 40 C 0 N(,J G-(;:S P iLpWQS D
Soil test data(deep test pits and percolation test)are required for the review of this application. See. 4,/ff, r G
If the data is NOT available,you will need to schedule an appointment with the health department for soil testing, Y/?--/Y
As property owner or duly authorized representative of the property owner of the above referenced property,I agree to allow the
health department staff to enter the above referenced property as part of this B 100a application review process.I further agree that
this authorization to enter the subject property may extend through a period of time ending with the final B 100a application
approval and affirm such with my signature below.
Applicant Signature: c�, Date: 00
FOR OFFICE USE ONLY:
Approved: Y N By: Date:
Comments/Conditions:
H A Nos,
H®Epzo1 t
in r— Health Department
Town of South W dso
1540 Sullivan Avenue,South Windsor, CT 06074
Phone: 660 8442511 sxt.248 Fax. 860-644-7280
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Appli onT t#:
property Owner
DEEP TEff PIT
T D
DATE: _9 `% (Record all Test Pits)
TEST FM TEST PFT: TEST Prh TEST FIT:
b'=" '�11,r•u+. e r�1v�
Z3 21'' Uyr,A'�+�•o.�.
36—T)r. ,{ ��Grire. '
Mottles: V1 Mottles: Mottles: Mottles:
Gw: ,, 1 Gw: GW: Gw:
e• a e:
Roots: Roots: Roots: Roots:
Restrictive: Restrictive• I Restrictive: f Restrictive:
COMMENTS: C"I"Ick±u svo-j
Y ; 1 slr,,, in�
GROUNDWATER TABLE dew max.,below max.,etc.),
SQII.MOISTURE{High,medium,low,etc.):
EMCK AUM TEST, ,
DATE: iK (Record all Pere Tc M)
PERC: A PERC: PERC: PERO
DEPTH: DEPTH: DEPTH: DEPTH:
PRESOAK �{. PRES AK: PRESOAK: PRMAIL
111hM READING TIME READING TIME READING# IUM READING
•3:�l'7 6.75 .
3:Sn 11-,S
'3=S71 I-J-15
3137- `lq•d
3--S3 14.75
•3:S-41 t S.s,
PTRC FERC PERC PERC
RATE:
COMI�ffiNTS:•�"''�^�"'�'y" RATE RATE: RATE,
s
SITE INVESTIGATION FOR.A SUBSURFACE SEWAGE DISPOSAL SYSTEM
LOU=N&MM MIQUDD[G ALL TEST AND PERCOLATION HOLES
VA
Otto
%—KA
� c
. r
t*Ago sc
SPECIAL CONDITIONS CONCLUSIONS
Desiga Flaw>2000 OPD Suitable for Sewage Disposal .
Public Water SWly Watemthed U.. ble for Symp Disposal.
Probable High Cavandwaw Additional.Ir►magation Rcq'd
>Z5 Wet Seasam:Monkoft Reg,d
Pet+c Rate<1 mwiwh Rest During Wet Season,
Pic Rate> 4 min/ Licensed Eughwer Plan Wd
I,edgs<S_fW below Other.
Limited Suitable Area
Waterroxw or Wetlands
Flood Plain Smwnd Flooding
Max.G.W.<36 inches below sTle
D=GN RECOhOUNDATIONSWOMII MS
Fo m emnpleftd
(Certified Local Health Agent or P.L.)
Awnw.y mssmed by(if P.E.eampleW foam):
(Certified Local Health Agent)
Othamyresud for site uxvespig0ion(EqgWm,developer,h ataller etc.):
RECEIVED
JUL 14 2015 --`
SOUTH WINDSOR
HEALTH DEFT. 8T56 2705 c
ems.
61 f8� R.
(HE1- _ _ _ _ .. _ q�r
(7'7 BE SET,t
t
Proposed Septic s Well
Area (if needed) _ _ _ _ _ _
TP#1 vv-
ti yy� J.
5YSTEJ`! z
(�! (SEE MOM V t�
We
'a;--'�KARL OFBORA14 DEMFEI-D 'I ZIM N
L R. ,
sow
�s ROM 16
I.R.
BE- sETI�
v
Septic System
Lot line Relocation .
661 Strong Road, South Windsor, CT
(Lot: 40,000 square feet)
ma4e+�
COVE CTO BE SEV
Reserve Septic Area ® Wel
42'x55' & 28' x l
30'; ELA= 675 sf t
•
. '
Additional Primary Septic M/F q ,
Area (if needed) ``~ -.y A V950M�' �' .�' a_
14'x 55': ELA=165sf 1,R,
+ 510 sf(exstg ELA) "
=total 675 sf
Figure 1 -
Septic System Cr
Proposed Lot Line Relocation
---------------------------------------------------------------- ------
661 Strong Road, South Windsor, CT The 661 Strong Road Parcel is currently located on+/-
I acres. It is proposed to establish a 40,000 sf lot(as 1
(Lot: 40,000 square feet) shown)to accommodate the existing residential unit.
I The remainder of the 661 Strong Road parcel will be
Ref.:NRC-MESS- combined with the existing 8+/-acre lot known as 643
htta://www.ct.gov/dph/lib/dph/environmental health/environmental enei 1Strong Road.(See Sheet VS-1)
JUL 21'�
neerine[pdf/technical standards 2011Final master.pdf ------------------------------------------------------------------------
SOUrH wrNDSOR
HEALTH DEPT.
Septic System Criteria and Design
661 Strong Road (Residential: 3-bedroom)
Proposed Lot Line Relocation
Design Reference:
NRC Minimum Leaching System Spread(MLSS) Criteria:
(http://www.ct.gov/d ph/lib/dph/environmental_health/environmental_engineering/pdf
/technical_standards_2011Final_master.pdf}
Percolation Rate (per Site Perc Test): 10.1-20.0 min to 1" dro P
Square Feet of Required Effective Leaching Area (Table 6): 675 square feet
Leaching Systems(Section VIII.B-pg 39):
Trench Depth 18 inches
Trench Width 36 inches
Effective Leaching Area (ELA) 3.0 sf/ If
Center to Center Spacing of Trenches 7 feet
Proposed Layout of Trench Drain System:
y!y 28'
42'
Existing Septic System-shown with 3 distribution lines (Figure 1-Existing Condtions)
Existing E/W line=75'
Existing NW line= 50'
Existing N line= 45'
Total trench length =170'
Effective Leaching Area: 170' * 3 sf/If =510 sf�l�
(1) If needed, add an additional 55' length trench to gain an additional ELA(55 ft x 3 sf/If=165 sf
Total ELA= 510 sf+165 sf=675 sf.
Proposed Reserve Septic System-Two Adjacent Areas
Area 1:42'x 55'area: 3 lines x 55' length each= 165 ft x 3 sf/If=495 sf
Area 2:28'x 30'area: 2 lines x 30' length each= 60 ft x 3 sf/If= 180 sf
Total ELA: 495 sf+ 180 sf=675 sf
RECEIVED
JUL 2 0,2015
SOUTH WINDSOR
HEALTH DEPT.