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Home My WebLink AboutSeptic New 115 Chapel Road 'a+: .P�.'.,w�`5,' s,$� z" sig < _ - iq. '°� , Ci own of OnV44 ivinboar Department of Pollution Control SOUTH WINDSOR, CONNECTICUT DRAIN LAYER'S PERMIT Application for Permit to Install or Repair Individual Sewage Disposal System Fee Paid $ r........< By :..:::.. ...: . .:.:............ Permit No ... . ........ . .... ................................................. Date-1-6 VT- .` 7.. 7..,.h......................... Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein for repair ......... or construction .::.::.. of an individual sewage disposal system concerning which the following information is submitted: 1. Owner of Property ......... ....:.... :.....:.: i Address of Owner ...f...�. ..::�:.......Q...�.,Q ...................................... 2. Location of Property �— .....:.:.;.::i.:.'.......................................................................................................................................................................... Lot No. .............................. 3. Type of Structure ...............-::::::: .. i.c.....................................................-............................................................................................................................................................... (Dwelling, Commercial Building, Store, etc.) 4. Number of Families or Persons to Occupy Premises .. i: I:.....: f,::.................................................................................................... 5. Number of Bedrooms `.:.:...: .::...... P:.............. 6. Average Daily Flow ................................................... Manufacturer and 7. Liquid Capacity of Septic Tank .............I-A. 'a.......................... Material of Septic Tank ............................. ..............::................. 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 .. -Jam..':.:::..................................:................ Fromadjacent wells ............................................................................................. 10. Distance to nearest water course, drainage ditch, storm drain or embartkment ....................................................................................... 11. Percolation Tests: Time for 1" drop in soil test !.. Q:....Y1'Yi,T�I.":.`.:...............:.................. .................................................. ............... Classification of soil .......................................................... i / ................... l 12. Minimum square feet of effective seepage area required /6 1 ��' ::;..:.....:j.�.7 13. Leaching System: Number of trenches .................:.............................. Length .... 1 ......... Width .........<........... .... Total ................................................ Other ........_............................................................................................................................................................... 14. Plot Plan Attached. ;,. ; ............ 15. Layout Approved. 16. This permit expires ............ ::.. Signature ' .J (Licensed Drain Layer) Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances BY PollutionProblem abated Date .............................................................................. z,................:........................................................`..................................:............................. Inspector TO'v,lN OF SOUTH WINDSO]k TOWN HALL SOUTH WINDSOR, CONN. 06074 DEPARTMENT POLLUTION CONTROL Date . . . . . .�!/l(/I:,. . . . . . . . . . The Sanitary Sewer . . . . . . . . Septic System .x�.X. . . . at . . . )ib-. .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . or lot #. . . . . . . . . . . . . . . has been installed and completed in accordance with the Town of South Windsor ordinances and regulations. Accepted and Approved By Date ---------- TOWN OF SOUTIA WINDSOR TOWN HALL SOUTH WINDSOR, CONN. 06074 F Pollution Control Report To Seepage test Report DATE 09/11/73 L SUBJECT: 115 Chapel Rd. P OLD- - Present: A. S. Wisni.ew--ski, R.A. Starkweather Jr. The Results taken from the percolation test on Sept. 11, 1973 at 115 Chapel Rd. was found to one (1) insh in two (2) minutes average.This test was repeated four (4) times in a thourghly saturated hole of 12 hash diameter at &depth of 30 inches. _ 4 a By 2 e e PROPERTY SURVEYED FOR JOYCE 61 ✓OHN F. ✓URGEL A S ✓R CHAPEL ROAD SOUTH W IN DSOR, CON N. SCALE: I inch = 40 feet MAY, 1972 HOUSE ADDED OCT.,1972 PETERSEN 8 HOFFMAN SUC CESSORS TO SPENCER aWASHBURN,INC. I HEREBY CERTIFY THIS MAP TO BE SUBSTANTIALLY CORRECT AND IN ACCORDANCE WITH CLASS A-2 CODE OF CONN. TECHNICAL COUNCIL INC. JOHN F. 81 ADELE H. JURGELAS 150.Ole W S 0 W 411 Cf)~ I I I4 I I I I 1 40,469. V.FT- I I I Q a yo � 9 W W U) I CK TEST HOLE t` p -� O EPTIC TANK p O 41 ® _ O W N N 04 W J 40.19' J Q 1 6 8.0' Q o Q O M PROPOSED HOUSE t6 UN S G40&44#AS M d5 Q 4 8.33' li � 0- 19.6T' 40.19' Z u- PROPOSED = Z WELL 1 O o u� BUILDING LINE o h \ai 7 Ai ,30" e 15 0.00' - _ .91 245.00' TO M.S. AT NX. COR, --� OF N/F JOYCE P. DELIMATER Stein Road wi ,, R Ellington, Caen. 06029 g. Petersen & Hoffman 68 Temple Street Hartford, Conn. Attar Mr, Mel Stead October 26, 1972 Dear Mel: The results obtained from the percolation test conducted by your firm on October 25, 1972 at the property of Joyce and John F. Jurgelas Jr. onMhapel Road, South Windsor are tabulated below. The test hole shall be- refer-enced and designated as to location an your plot of the premises. The test hole, 12 inches in diameter and 30 inches deep, was excavated, and a peg set at a height of 18 inches from the bottom of the hole. The hole was filled with water up to the pea and the rate of drawdorwn recorded as sham in the second tabulation. Soil Characteristics Depths Soil _ below surfacesample 0" to 12" topsoil & silty clay lose 12e to 27" silty clay 27" to 30" silty clay ' Time Change in water Rate elevation (inches) inches/UlAmte 0 - 5 atn. I .20 5 - 12 min. l .11a L2 - 21 min. 21 - 31 min. 1 .10 31 43 min. 1 .08 43 58 min. 1 *07 58 - 95 min. 2 06 95 - 145 sin. .2 .O4 The above percolation test results show the site to have from sodium to slew relative absorption characteristics to a depth of 18 inches below the surface. It should be pointed out that the poor absorption indicated at a depth greater than 18 inches below the surface is undoubtedly due, in large part, to the blockage of the soil porosity at those depths by colloidal clay particles filtered out of the water and onto the pit calls. In a properly constructed leaching field this condition should - not be. duplicated. Very truly - yo Rodney I• (Ze B. Jr, , P. 1•.3.