HomeMy WebLinkAboutSeptic Repair 10 Valley View Lane e;V �A�a TOWN OF SOUTH WI N DSOR 'PewM?
BUILDING DEPARTMENT
46,y South Windsor, Connecticut Ak. '70—9 2
Application for Permit to Install or Repair Individual Sewage Disposal System
Application No. /0V 3 70--w
TO THE BUILDING DEPARTMENT: Date_ V 19 '7#0
A permit is requested for repair or construction of an individual sewage disposal system concerning which the
following information is submitted:
1. Owner of Property A«Erl Bitowwl Address of Owner
2. Location of Property /O V/i4LLE I V.*Ap u--DA/V&r Lot. No. Z
3. Type of Structure No. of Bedrooms 41
(Dwelling,Commercial Building,Store,etc.)
4. Number of Families or Persons to Occupy Premises_00iE 'C#1 iA Ad .01
s1
5. Plumbing Fixtures: Water Closets Urinals Lavatories Bathtubs
Showers Kitchen Sinks Laundry Tubs Garbage Grinder Other
6. Liquid Capacity of Septic Tank 62 SO Ang"awfS Material of Septic Tank LAR-z,:rrJ
7. Soil Conditions: Type of Soil Maximum ground water table
(Sand,Gravel,Clay,etc.)
8. If not served by public water supply: Distance from Owner's well PdLALP& from adjacent wells
9. Distance to nearest water course, drainage ditch, storm drain or embankment
10. Percolation Tests: Time for 1" drop in soil test to.41 A#AV&ArEs classification of soil
11. Minimum square feet of effective seepage area requiredi"Or AWA eEA rw.*L pA s gw X
12. Leaching System: Number of trenches Length -2C F-r Width .?.S CT Total*$7. SS!q r-T
Other
Signature
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(Sketch showing all minimum distances and at er etal s regwred below
GE n�3Ea- Fort 5"Tc !-A
Permit Issued V 3 or_T06."2 19Z
Installation Completed, Inspected and Approved_jLg (J*c)r,ryiSa2 19 70
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[bQxQY CONSULTING ENGINEER
SITE PLANNING 740 NORTH MAIN STREET,WEST HARTFORD, CONN. 06117
LAND EVALUATION PHONE 232-4654
ENGINEERING
DRAINAGE STUDIES
LAND SURVEYING
JUne 15 , 1970
Sanitary Engineer
Town of South Windsor
South Windsor, Conn,
Subject Property LOt # 71
Valley View Drive
South Windsor, .Conn.
DEar Sir;
` As per request of your engineering department a new
seepage test was taken on the above lot ;
Results ; I inch in 6.4 Min .
topsoil down to about 14 inches
remainder of hole basiclyy sand with
slight mixture of silt;
The proposed disposal system for this lot [seePlotPlan]
reflects the new. state of Connecticut health dept req-
uirements ;
Submitted;
Albert Ken§g
�S
SEPTIC DISPOSAL SYSTEM DETAILS b/
HOUSE TYPE COL. 4 BEDROOM 14
TEST 6. 4 MIN PER INCH See Report
At-
SQUARE FEET OF TRENCH BOTTOM 660-r"4014-d
LINES OF TRENCHES 4 0
%
LENGTH OF TRENCHES 55 FEET v
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WIDTH OF TRENCHES 0 FEET /1,q�
SPACING OF TRENCHES 12 ' ON CENTERS �a
SIZE OF CONC. SEPTIC TANK 1250 GAL -�,:D/t ee 92)
ALL COMPONENTS TO BE LOCATED AS SHOWN 7r V
TRENCHES TO HAVE 12 INCHES .OF STONE—A
LEVEL OF FEEDER PIPE . ya. c. �-t.�2
BEL0�1 L � Q
AL CONSTRUCTION $0 BE IN ACCORD WITH
LOCAL & STATE REGULATIONS : r.,
AREA IS SERVED WITH PUBLIC WATER
JOB 11570
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N•'�• HEREB, CERTIFY THIS PLAN MYRON FEINSTEIN ASSOCiI
i� TC BE SUBSTANTIALLY CORRECT LAND SURVEYING 8� LANO FAA
ENGINEERING
WEST HARTFORD CONNEC
No. f �'� SCALE DATE REVISED FC01
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