HomeMy WebLinkAboutSeptic New 360 Foster Road ,I
Own of OVW4 ightboar
Department of Pollution Control
SOUTH WINDSOR, CONNECTICUT'
DRAIN LAYER'S PERMIT
Application for Permit to Install or Repair Individual Sewage Disposal System
Fee Paid $.................................... B C9]4.t .lfox'....(Frank Rossi).............................................. Permit No. ............................................................
Date .........V1.1./7.5........................................
Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein
for repair ......... or construction .X... of an individual sewage disposal system concerning which the following
information is submittedS
Seventh Day Adventist ;O�g6 6
1. Owner of Property .................................................................................................. Address of Owner ...................................................................................................
2. Location of Property FosterRoad...................................................................................................... Lot No. ..............................3. Type of Structure ......Church & School
............................................................................................................................................................................................................................
(Dwelling, Commercial Building, Store, etc.)
4. Number of Families or Pers ns to Occupy Premises ......100 Person:a/...20...9mi..lDy.....................................................................
5. Number of Bedrooms ........ IA...........................
6. Average Daily Flow .....2000...............................
Manufacturer and
7. Liquid Capacity of Septic Tank ...........2000 Material of Septic Tank ............R.otundo
See Attached
8. Soil Conditions: Type of Soil .............................................................................................................................................................................................................................
(Sand, Gravel, Clay, etc.)
Maximumground water table .............................................................................................................................................................................
9. If not served by public water supply:
Distance from Owner's well ................75.0't
....................................................
From adjacent wells .............................................................................................
10. Distance to nearest water course, drainage ditch, storm drain or embankment .......................................................................................
11. Percolation Tests: Time for 1" drop in soil test ..............................................................................................................................................................................
Classificationof soil ....................................................................................................................................................................................................
12. Minimum square feet of effective seepage a4ea required ..................................13. Leachin S stem: Number of trenches 30 ' 0 r
gY .......................................... Length ......................... ........................ Width ................:..................................
Total ................................................ Other .........................................................................................................................................................................
14. Plot Plan Attached. yes
.......................................................I.......
yes
15. Layout Approved. ................................. ......... .
16. This permit expires ............................... ..................................................^...............................
Signature ..:....... ..... ......... .... ...................................................................................
(Licensed Drain Layer)
Installation Completed,Inspected and Approved in accordance with State Public Health Code and Local Ordinances
.................................................................................................................................... 19.................. By ................................................................................................................................................
PollutionProblem abated Date ................................:......................................I...... .........................................
Inspector
STATE OF CONNECTICUT E"'ems
STATE DEPARTMENT OF HEALTH
� s
79 ELM STREET HARTFORD, CONNECTICUT 061I5 c°NKFcr°°�
OFFICE OF PUBLIC HEALTH November 15, 1974
566-3110
cl�~
Alice J. Turek, M.D. ��
Acting Director of Health of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 0.6074
Dear Doctor Turek:
We have reviewed the plans for a subsurface sewage disposal system for a
proposed day school for the Seventh-Day Adventist Church on Foster Road,
South Windsor. The plans were prepared by Megson & H:yyppa, consulting
engineers, and submitted to this office pursuant to Section 19-13-B20c of
the Public Health Code.
The plans appear to be generally satisfactory. The soil in the area is
good, but there is a high seasonal ground water table. For this reason,
it will be necessary to locate the leaching system as shallow as possible.
The bottoms of the leaching trenches should be placed no deeper than 18
inches into the existing grade. Fill be required to provide adequate cover
for the leaching system.
We have the following recommendations for additions to the leaching system
to further assure a proper installation:
1. Elevations should be specified on the plan to assure that the leaching
system will not be set too low. Such elevations should be indicated on
the distribution boxes, septic tank and sewer at the foundation. It
may be necessary to place the finished floor of the building on or above
the existing grade in order to allow gravity flow to the leaching system.
2. Distribution boxes should be placed where the main distribution pipe
_ crosses each trench lateral. All of the trenches should be kept on the
same elevation and the ends of the trenches connected with a relief
trench as required by the Public Health Code.
If you have any questions, please contact us.
Sincerely yours,
Theodore C. Willerford
Principal Sanitary Engineer
TCW/pdp
cc: Glen Coe
55 Milton St.,W.H'tfd. 06119
Me son & Hyyppa A I E ual Opportunity Employer
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sys
P I'!-'C_ t: 'i A A 2Bedrooms `'� ���# � •�t r
s,
reriches �j' ` t IPROPRTY 0Y`
1:)v'i Gai .Tank. hTFFt I Pi
,YNN
t . �"OSThR-- -ROAD
S4t1TN N��ASQf�,��;�
P, f by CER T ! Y i'HAi" 1 FiI ?"P;f' +� � 4�� � 0 F �+ � n �
�fJRSiAt 'I TA�L`t` CORRECT AND THAT NO
. ': ZONING RFGU:,A: l �`N� HAVE: f3FUN v':C LATr U
- a _
t
a Fr=k-J. Amith - Superintendent of pollution Qoatral
! a Malvin Idwards, Jr. Sanitary Inspector
RATS 23 April, 1976
SM : FOAM RM IMS I, 3 &"4
I have reviewed the individual t ;plc plans for the subject Iota, which
you lift,on my .dew earlier_"todaa, and fiord them satisfactory and in
oaepliance with Teel WIorford s o letter of Novamber 13, 1974 with one ("i)
exception.
Per recmmendation. 2 in Ted*s letter, "...the ends of the irinohas
oomected with a roll of tronch :.." This is a matter than gm be takes cue
of in the field,-and I can nee no reaaen for your not indorsing the building
Permits at this time.
Respectfully submitted by, r
t _
� del Edwards, r..
Sanitary Inspector
cd file
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1)74
56&311Q +'
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<)f on or above t
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w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
ox•co� AREA CODE 203/644-2511
April 17, 1975
CERTIFIED MAIL
The Southern New England Conference Association
of Seventh Day Adventists
c/o E. A. Lassman , Esquire
111 Pearl Street
Hartford, Connecticut 06103
Gentlemen:
This is to notify you that the Planning and Zoning Commission voted to
approve your application for a subdivision of property located on Foster
Road, South Windsor, subject to the following:
1. A drainage easement shall be given to the Town of South Windsor,
along with the rights to drain storm water from this drainage
easement through the drainage swale on this property, as shown
on the plans.
2; A Quit Claim Deed shall be executed deeding to the Town of South
Windsor all land between the easterly edge of the paved portion
of Foster Road and the westerly edge of the premises.
3. This subdivision shall be subject to final approval by the Inland
Wetlands Agency.
4. A black and transparent print of sheets #1 and #2 of the subdivision
plan, printed on polyester film, shall be submitted. This letter
of approval from the Planning and Zoning Commission shall be
incorporated onto the map. The map will not be stamped and signed
until the above conditions #1 through #4 have been complied with.
5. A drainage assessment fee shall be waived on lots #1 and #2 of
this subdivision, but shall be collected on lots #3 and A.
when developed.
6. Water shall be provided by the Metropolitan District Commission.
7. Before the issuance of any building permits, all requirements of
the Town of South Windsor Pollution Control Department shall be
complied with.
Southern New England Conference -page two-
Association of Seventh Day Adventists April 17, 1975
8. Prior to the issuance of any building permits, proposed contours
and building elevations shall be approved by the Engineering
Department on all lots.
Very truly yours,
PLANNING AND ZONING COMMISSION
By
William E. Grace
Chairman
WEG/src
encl: receipt #256 Subdivision Fee
cc: D. McLaughlin, Building Department
B. McNamara, Assessor's Office
M. Edwardds, Department of Pollution Control
W. Lanning, Fire Marshal
STATE OF CONNECTICUT W�QPPtNENT�A
STATE DEPARTMENT OF HEALTH a _�
Y ti
79 ELM STREET HARTFORD, CONNECTICUT 06115 NEtT��
OFFICE OF PUBLIC HEALTH November 15, 1974
566-3110
N~
Alice J. Turek, M.D.
Acting Director of Health of South Windsor
1540 Sullivan Avenue
South Windsor, Connecticut 06074
Dear Doctor Turek:
We have reviewed the plans for a subsurface sewage disposal system for a
proposed day school for the Seventh-Day Adventist Church on Foster Road,
South Windsor. The plans were prepared by Megson & Hyyppa, consulting
engineers, and submitted to this office pursuant to Section 19-13-B20c of
the Public Health Code.
The plans appear to be generally satisfactory. The soil in the area is
good, but there is a high seasonal ground water table. For this reason,
it will be necessary to locate the leaching system as shallow as possible.
The bottoms of the leaching trenches should be placed no deeper than 18
inches into the existing grade. Fill be required to provide adequate cover
for the leaching system.
We have the following recommendations for additions to the leaching system
to further assure a proper installation:
1. Elevations should be specified on the plan to assure that the leaching
system will not be set too low. Such elevations should be indicated on
the distribution boxes, septic tank and sewer at the foundation. It
may be necessary. to place the finished floor of the building on or above
the existing grade in order to allow gravity flow to the leaching system.
2. Distribution boxes should be placed where the main distribution pipe
crosses each trench lateral. All of the trenches should be kept on the
one elevation and the ends of the trenches connected with a relief
trench as required by the Public Health Code.
If you have any questions, please contact us.
Sincerely yours,
C.. 2✓
Theodore C. Willerford
TCW/pdp Principal Sanitary Engineer
cc: Glen Coe
55 Milton St.,w-Htfd. o61a.9
Me son & Byy�pa A E ual Opportunity Employer
22 2 Main St.,Glason ury
j
8N Se.
z Soa&
9 G
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
G
soR•Go'a� AREA CODE 203/644-2511
September 19, 1974
CERTIFIED MAIL
Edwin A. Lassman, Esquire
111 Pearl Street
Hartford, Connecticut 06101
Re: The Southern New.England Conference Association
of Seventh Day Adventists - Special Exception
Dear Mr. Lassman:
This is to notify you that the Planning and Zoning Commission voted to
approve the above mentioned application for a special exception
according to section 4.1.8 of the Zoning Regulations to operate a
school by a duly incorporated non-profit body on property located on
the east side of Foster Road in a RR Zone, subject to the following:
1. The special exception is granted for Lot #4 as shown on the
map filed with the Commission and subject to a subdivision
of this property being filed, according to the Subdivision
Regulations of the Town of South Windsor.
2. A site plan for this use on lot #4 shall be filed with the
Planning and Zoning Commission, incorporating the following:
A. Only the buildings to be erected at this time shall be
shown on the site plan. Any future construction will
require a new site plan to be filed.
R. The site plan shall include methods for control of storm
water drainage, proposed sanitary sewer disposal systems,
parking, entrances and exits - as clearly outlined in
Section 4.11 of the Zoning Regulations.
C. The proposed use must be clearly indicated on the site
plan. This site will not be used for any commercial
purposes or other non school-related functions, in
accordance with section 4.1.8 of the Zoning Regulations.
-Edwin A. Lassman, Esquire -2 September 19, 1974
3. State approval must be obtained on the operation of the school.
Very truly yours,
PLANNING AND ZONING COMMISSION
By
William E. Graces Chairman
r,,1EG/src
cc: D. McLaughlin, Building Department
J. Page, Planning-Coordinator
B. McNamara, Assessor-'s-,Office
M. Edwards, Superintendent of Pollution Control
W. Lanning, Fire Marshal
MEGSON AND HYYPPA
CIVIL ENGINEERS AND LAND SURVEYORS
2252 MAIN STREET
GLASTONBURY, CONN. 06033
TELEPHONE 633.5218
June 12, 1974
Mr. Melvin Edwards, Jr.
Pollution Control Department
Town Hall
South Windsor, Conn.
Dear Sir:
Following are the results of test holes and test pits made by us on
property of Kupchunos Brothers, Foster Road, South Windsor, Connecticut,
on May 31, 1974. The location of the tests are shown on a map by us
titled "Preliminary Layout, Prepared for Paul L. Wethey, South Windsor,
Conn., Scale 11f= 501 Date 6-11-74".
Test Hole Depth Material Percolation Depth to Gr.Water
1 71 1211 top soil 2.8 min/in 31
12" fine sand
6011 silty sand
2 71 1211 top soil 3.3 min.in 31
1211 fine sand
6011 silty sand
3 71 12t1 top soil 5.0 min/in 31
1211 fine sand
6011 silty sand
(some hard packed)
4 71 12 F1 top soil 6.6 min/in 31
i511 fine sand
571f silty sand
(some hard packed)
Very truly yours.,
Megson & Hyyppa
V-4-� F, . pperv-11
Reino E. Hyyppa
b
Enc.