HomeMy WebLinkAbout1964-10-16 - 13 John Fitch Boulevard - Septic ApplicationTO THE BUILDING DEPARTMENT:
A permit is requested for repalr or constructlon of an 1nd1vidua1 sé’wage disposal system concerning which the
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TOWN OF SOUTH WI N DSOR
BU i LD‘l N’G‘DEPARTMENT
South Windsor,Connecticut
Appilcahon for Permit i'o Install or Repair Indlvudual Sewage Disposai
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submitted
Owner of PropertyLé’l 05’C(C'r 9 Address of Ownerc 5R %ffy/d
Location of Property 9M1E-Lot No_
Type of StructureTK“C K-Té?K m /A/A’L‘iNo.of Bedrooms
Number of Families or Persons to Occupy Premises ?«;/Em fa r gar(Dwelhng Commerc1al Bullding Store etc )
Plum‘bing Fixtures:Water Closets 3 Urinals “—Lavatories 4 Bathtubs
Showers _Kitchen Sinks Laundry Tubs "_‘Garbage Grinder F”‘Other
Liquid Capacity of Septic Tank 0 g ”[2 Material of Septic Tank WV §¢7’L
Soil Conditions:Type or Soil VA/IU b
If not served by public water supply:Distance from Owner’s well 5/'from adjacent wells y&
Distance to nearest water course drainage ditch storm drain or embankment d”Iv?
10.Percolation Tests Time for 1"drop 1n $011 test Clas31ficat10n of 5011
Minimum square feet of eEective seepage area required é C)§YgClMg F7 gé’i
(Sand,Gravel,Clay,etc.)
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Leaching System:Number ofM l Length E i'
Width l
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Other—FLU 09$G j é‘$9%IMP (walé é‘fljaw 3—moz‘zacw SignaturMIAncwtLavg/pager
Sketch showmg oil minimum distances and other details reqUIred below)
Total ééi Yg #7‘’‘££
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Permit Issued 19
Installation Completed,Inspected and Approved “si'
Maximum ground water table J
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JOHN J.MOZZOCHI.8:ASSOCIATES
CIVIL ENGINEERS
GLASTONBURY.CONN.
D *6 4 *5$
SCALE AS N075D DATE 7~I6~6 4
Re:Septic SystemLombardBros.Trucking Terminal
De ar Mr .McLaughlin:
I am enclosing one advanced copy of a drawing Showing the pro-posed repairs to the septic system located in front of the LombardBros.Trucking Terminal on Route 5 in South windsor.Their presentdisposalsystem,which Ins been in place for approximately ten years,has been giving them some trouble and they are desirous of replacingit.Based upon the number of full-time employees and visiting truckdriversandthenumberofplumbingfixturesinthebuilding,I esti-mate the sewage flow to be 500 gallons per day.
One percolation test was taken at the location indicated on thedrawings.An excellent coarse sand was encountered to a depth of
5 feet.Percolation rate was less than 1 minute per inch.I havethereforeusedtheapplicationraterecommendedforapercolation rateof3minutesperinchinsizingthefield.A seepage pit has been
proposed in lieu of the more normal distribution box.This will allowforthestorageofsomesludgeoverflowifthesystemisnotmaintained
properly.The side areas of the seepage pit were not used in comput-ing the required effective seepage area.
When a contractor has finally been selected for this work hewillmakeapplicationforapermitintheusualmanner.This drawingandinformationisfurnishedtoyouinadvancesothatyoucanexpeditetheprocessingoftheapplication.If you wish any additional details,
please contact me directly.
Very truly yours J
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JOHN J.Mozzocm AND ASSOCIATES GLASTONBURY.CONN.
CIVIL ENGINEERS 217 HRON AVENUE
PHONE 633-9401July20,19614
JOHN J.MOZZOCHI
PROVIDENCE 3.R.I.
200 DYER STREET
PHONE GAsPEE 1-0420
ASSOCIATES
OWEN J.WHITE
JOHN LUCHS.JR.
ECTOR L.GIOVANNINI REPLY To:GlaStOnbuI'y
Mr.Donald McLaughlin,Building InspectorTownHallSouthWindsor,Connecticut