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HomeMy WebLinkAboutSeptic New 594 Deming Street TOWN OF SOUTH WI N DSOR BUILDING DEPARTMENT South Windsor, Connecticut Application for Permit to Install or Repair Individual Sewage Disposal System G3� Application No. // a TO THE BUILDING DEPARTMENT: Date—___!La n. 6 s 19 66 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 Hobert J. Bills Address of Owne "• 2. Location of Property Corn Deming & ,later St. ,S. Windsor, Lot. No. 4 3. Type of Structure Dwelling No. of Bedrooms 3 (Dwelling,Commercial Building,Store,etc.) 4. Number of Families or Persons to Occupy Premises_ one Family 5. Plumbing Fixtures: Water Closets Urinals Lavatories Bathtubs Showers Kitchen Sinks Laundry Tubs Garbage Grinder Other 6. Liquid Capacity of Septic Tank15 00 Gal* Material of Septic Tank Concrete 7. Soil Conditions: Type of Soil C lam Maximum ground water table (Sand,Gravel,Clay,etc.) 8. If not served by public water supply: Distance from Owner's well 75 f rRin.from adjacent wells 75 Min. 9. Distance to nearest water course, drainage ditch, storm drain or embankment 10. Percolation Tests: Time for 1" drop in soil test Classification of soil 11. Minimum square feet of effective seepage area required 12. Leaching System: Number of trenches Length Width Total Other o�pi Z5 vws Signature (Licensed Installer) (Sketch shtiwi*aU-minimum distances and other details required below) 174 3 0 u y3_ Permit Issued 19 B Installation Complete n pect d and Approved�_� 19 By ROGER H. WHITNEY, CONSULTING ENGINEER Avon, Connecticut SOIL PERCOLATION TEST REPORT DATE: December Q, 1965 OWNER: LOCATION: Robert J. Bills Slater Road South Windsor, Connecticut TEST CRITERIA: TEST DATE: Conn. State Dept. of Health December 6, 1965 ATTACHED PLAN TITLE: Percolation Test Location Corner of Deming & Slater Rd. South Windsor, Connecticut PERCOLATION TEST SUBSOIL DATA TEST TEST DEPTH PERCOLATION DEPTH SOIL T Y P E HOLE INCHES MIN.JINCH INCHES 1 37 57.4 0 _ 10 Stoney Brown topsoil 10 - 20 Reddish brown silty sandy clay 20 - 37 Reddish brown firm silty sandy clay ROGER H. WHITNEY, CONSULTING ENGINEER Avon, Connecticut SOIL PERCOLATION TEST REPORT (Cont.) DATE: flono»mhow. 9,1-965 OWNER & LOCATION: Robert J. Bills,' Slater Road, South Windsor, Connecticut GENERAL: The soil types indicated herein are classified by visual observations and the simple field tests stated in the Unified Soil Classification System. The proportional amount of each soil type is indicated.only generally to aid in determining the suitability of the soil for subsurface sewage disposal and any precautions that should be taken. The absorption qualities of a simple test hole indicate only the qualities at the particular location tested; whereas, a number of test holes will indicate the absorption qualities of the soil over a wide area. It is understood that the conclusions rendered by these tests and any accompanying report do not cover the installation of the individual septic-tank systems. The specific conditions affecting each system may vary or be found to differ which will require adjustments prior to or at the time of installation. In addition to changes in seasonal water table the seasonal moisture content of the soil may cause considerable variation in certain characteristics of the soil such as color and structure from those reported. REMARKS: Land slopes off from Slater Road and Deming Road and is on a fairly goad slope. 15" of water was placed in the test hole at 2:00 P.M. on December 6, 1965. 5i" water was still in the bottom of the hole at 1:26 P.M. on December 7, 1965 at the start of the test. Respectfully submitted, Roger H. Whitney j i i y 3-10 �t 11 Q I •Mole %Led !!gll�IH160'1� 13115 INvw B34 '� a AN11HM 1183OR ~ I� w i - -=ti47].i_�'..4 ;,C ir.�SS 5...h.s�•:�li�.A.:-;:t�:� �.�a;:.�� -�:., ,•r _ ... r s •'M:'E'.�,.,'�'.1{ 4 ' -'? r•}y N',lti Tt ; �ft t.i 4.;F '�` r:.`t .''. ,_:. +:[^°'�r+ ; ,,y�+. ,� 2� ? yiev#+. ROGER H . WH"ITN` EY CONSULTING. ENGINEER -226,WEST.MAIN.STREET(RQUTE aa) - •TELEtPHONE + P.-0. BOX 132 - -` �fARMINGTON 677-1210 AVON.-CONNECTICUT'060011 - �. �A�►s't'�i ��a �et�iltP6��� $I►��' Q� & losed is a sketa* plan of a sad su► ta17 "*"A tnl, h*Mo *A tthe aWno r'of nat*r a' et & f St"" fty"k Oro IPM0 I noticed tot axle of the leao tnx f"#►eld8 In the am that appealr, to be UdIt -up :nd "Is on us IOU" s failed. It a rs to me "at Is largo subsofa" syetou with she r+rl' ai o i on the slope to the rear of your Maim she be 1180d. I have shown on the attar piin what I e�►n` a � �� system for, are " prep tua boa a ►: ar of r><erk for ble loagth of tiae« I dive tried to balsmoa presrj%t costs apimt taf th1a. sya tesa. 'ire' is prerisiol" for waro upwasion A Lt s s I erauid "osuarAl you obtain exact locations of the �boxos *reds of tronohes so the leadda°tg field ea" be added to ea you MR help to aaai.nta#En the is Barking order tW spast" .3.arge water usos o"r a period of Um"o & ng as,Wah ise as possible out of the septic tank. ZY ll.e t t grease 'in s�spty otne a throws. them away when they are full.. It may app"r tat f t I as` yir g to sear* you and ,frankly y I an since y�ur oatref a�idera oA e>�! �wr sept,3ca tank system shoo dhslp to Prolong the life of field. %od I%* in ye a and It.YOU,hay* a3W questions please o&U ale. Y tlr%ay Y*ars .s ram._ �.- • • _ ...__� �y jr . .. f.-a: � .- �.�.:.' ? ',.r f!t%fit'"�'-+j�`�dt'of - �. � 3,i!• ', �� .. J( � v CP .:,r.cam .. } _ Q � �s •� �� ', r r 31 a yn �7nlr+tc5�"R. 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