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HomeMy WebLinkAboutSeptic New 202 Dogwood Lane FEE d i�j� ,off TO THE BUILDING DEPARTMENT Application No. °�` � TOWN OF SOUTH WINDSOR a� �� Date IWherebb app for permit to bu4ld a sewage disposal system for a (Residence , boaardin hous7,, hotel , etc.) fry, G1 tam Owned by And located at To be built by of 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) l No. Fixtures (Above basement): Water Closets '2- Urinals Lavatories Bath tubs- Showers Kitchen Sinks_�_Laundry Tubs - Garbage Grinder List basement fixtures 3. Water Supply �� Kind of Well (Public, 'well , spring, cistern) Location of well and underground water pipinog,. Method of obtaining or storing supply (pumps , tank, etc.) 4. Character of soil at proposed location of leaching system, including depths of various strata (sand, loam, clay, hardpan, rock, etc. -Use test pits.) 5. Elevation of highest ground water (with reference to both present & future grade) _ � 1 Description of proposed system (Furnish drawings of same , with plot plan showing system including location, size, gradq and material of house sewer and locations of ground or surface water drains , welds and bodies of surface water.) Septic Tank Dimensions Capacity below flow line leo© Inlet and outlet arrangements f Facilities for cleaning /4pezi-I Distance from dwellings on same a property on adjoining property Automatic Dosing Apparatus , if any (de cribe) Soil Absorption System If cesspools , No. diameter ft.; depth below inlet ft. If the field or leaching trenches total length is ft. Width of trenches--,,�ft. , depth of broken stone or screened gravel 07/ ft. Stone or gravel will be covered by Distance between (tar per, salt hay) trenches O ft. Distance frm water supply on same property _ on adjoining pro erty P l Secondary Treatment, if other than soil `absorption. Describe in detail and locate on map_ System was designed by 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. H Jr f�1ff7 it"` �... "I"1�:. �;.�f��� fir:'�.).3.... I���...r ,�.;:.y:-�� ......{+. f��...�♦ :;R G` I ! f ` r + LAY a is(.JL i`. � :j.tt'�('a. r YN. e e a . r� V ,♦ y GRISWOLD ENGINEERING CIVIL ENGINEERS 264 MAIN STREET MANCHESTER, CONNECTICUT HAYDEN L. GRISWOLD, SR. MITCHELL 9-2469 HAYDEN L. GRISWOLD. JR. MITCHELL 8-2460 May ?, 1963 Mr. Russ Perrone I. R. Stich Associates 611 New Park Avenue West Hartford, Connecticut RE: Pine Knob Lots 92, 93 Dear Russ : At your request we :Wade seepage tests on Lots 92, 93 "Pine Knob" South Windsor. The results are as follows: Lot 92 1" = 7 min. Lot 93 1" = 10 min. Very truly yours, Hayden L. Griswold, Jr. HLG:pjk a