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HomeMy WebLinkAboutSeptic New 136 Mark Drive 3 FEE TO THE BUILDING DEPARTMENT 0 Application No. .3 ,�_ TOWN OF SOUTH WINDSOR Date August 2i., 1963 I hereby apply for permit to build a sewage disposal system for a Residence (Residence , boarding house, hotel, etc.) Owned by Medallion Homes Znc. of West Hartford /3b And located at Mark Drive ( lot # 76 To be built by Medallion Homes Inc of West Hartford in accordance with detailed information stated below. Signed c 6 c (Applicant) o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GENERAL INFORMATION 1. Estimated population of premises (present) (future) 2. Description of premises (including number of bedrooms) 0 3 bedroom Ranch 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 1 -le 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 rOPSOIL- SAND WITR MINOR AMOUNTS OF SILT TO aRAVEL (sand, loam, clay , hardpan, rock, etc. --Use test pits.) 5. Elevation of highest ground water NoN r nnym Tn I I u I TZ nit PITS (with reference to bofh1present & future grade) V a, f 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 ItOO.O Inlet and outlet arrangements Facilities for cleaning Distance from dwellings on same property 112 FT on adjoining property 391 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 1165 ft. Width of trenches 2* ft. , depth of broken stone or screened gravel !I•g ft. Stone or gravel will be covered by E I THEIR Distance between (tar paper, salt hay) trenches 71� ft. . Distance from water supply on same property on adjoining property S Secondary Treatment, if other than soil absorption. Describe in detail and locate on map �c►.nr^ GEIN SSOC IA S System was designed by ENGINEERING AND LAND SURVEYING 740 NORTH MAIN STREET CROSSROADS PLAZA Above information furnished by 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. LOT 014 ROAD 6 A � 4 ,y I v + I N ` o I ao �N NC7C)_ 47' I. \J 00 (fAtr ROAD ; MEDA.-PLOT L i oN Pis ,. I kc.. 90NTN WI D3OR9 COW'**, REf'EREt�E,� � s, iAl*AW CiTArVS.- 69C11019 I Fla"CRT lt�lREir PCs 1 'u� ti �r AIRTTT � Y A'