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HomeMy WebLinkAboutSeptic New 339 Nevers Road FEE ,,, TO THE BUILDING DEPARTMENT Application No. • TOWN OF SOUTH WINDSOR Date August 21. 1963 I hereby apply for permit to build a sewage disposal system for a Residue (Residence , boarding house , hotel, etc.) Owned by Medallion Homes Inc. of West Hartford 3 39 And located at Nevus Road ( lot 74 To be built by Medallion Ames Inc of _ West Hartford r _ in accordance with detailed information stated below. Signed (Applicant) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GENERAL INFORMATION 1. Estimated population of premises (present) (future) 2. Description of premises (including number of bedrooms) 3 bedroom Split Level No. Fixtures (Above basement): Water Closets 2 Urinals Lavatories 2 Bath tubs 1 Showers Kitchen Sinks 1 Laundry Tubs Garbage Grinder List basement fixtures 3. Water Supply public Kind of Well (Public, well , spring, cistern) Location of well and underground water piping Method of obtaining or storing supply (pumps , tank, etc.) 4. Character of soil at proposed location of leaching system, including depths of various strata NO TOPSOIL- SAND WITH MINOR AMOUNTS OF S 1 LtS TO GRAVEL (sand, loam, clay , hardpan, rock, etc. --Use test pits.) 5. Elevation of highest ground waterNONE DOWN TO 91j' L I It,ITS OF P ITS (with reference to both present & future grade) Description of proposed system (Furnish drawings of'same , with plot plan showing system including location, size , grade and material of house sewer and locations of ground or surface water drains , wells and bodies of surface water.) Septic Tank Dimensions Capacity below flow line 11000 Inlet and outlet arrangements Facilities for cleaning Distance from dwellings on same property 112 t on adjoining property 591 Automatic Dosing Apparatus , if any (describe) Soil Absorption System If cesspools , No. diameter ft.; depth below inlet ft. If tile field or leaching trenches , total length is I1930 ft. Width of trenches 2* ft. , depth of broken stone or screened gravel (`•� ft. Stone or gravel will be covered by E I THER Distance between (tar paper, salt hay) trenches 74 ft. Distance from water supply on same property on adjoining property Secondary Treatment, if other than soil absorption. Describe in detail and locate on map System was designed by KENIG-FEINSTEIN ASSOCIATES rlqG[NttKirqLi AND LAND SURVEYING Above information furnished by 740 NORTH MAIN STREET CROSSROADS PLAZA WEST HARTFORD 7, CONN. No discharge of sewage or sewage effluent into any watercourse should be permitted without approval of the State Department of Health and State Water Commission. i LOT4 MCVCRS ROAD /0 0.0 004 g.4 ^� � 3 U a to 3d' -���-0- 0 0 , p 0 0 3 N ZG 4.O B.L. —— -z'house evcrh�n9 - - /00. 0 MAP REFEREWCE N E y E es 2 0^ 0 GRAHAM [STATES SECT11ON 1 PROPERTY OF MURRAY HOIME$ INC. HAVES& 141M tS ROADS SOUTH *4NOSOR I CQI�jw,, SCALE 1 "O'JULY 1956 MORTON S. r1N1, C•E. REVISED 7-7-5f C PLOT PLAN DALL w �Npgiq y '� cf CO 11vtiF'••. I HEREBY CERTIFY XIC `�c�ow Rt�tis`,o THS PLAN TO BE ~?: Z\Z'\= STANTIALLY �ENG-04EERING AN:D LAND SURVEYING CORRECT; 740 NO. #MAIN STREET. CROSSROADS PLAZA U. 7 WEST HARTFOR'D 7. CONNECTICUT DATE 40 6-10- G; � �