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Lot 3 Septic Application Permit & Plans -QS KUNTL_ . WHERE APPLICABLE ECK OR FILL FEE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH CITY OF NORTHAMPTON irntinn for finpnnni liforko Qlnnntrurtion 3 rrptjt hereby made for a Permit to Construct or Repair an I d Sew )�u - Application is h y ( � p ( ) Dispo System at: VVVVVV Tinkham Woods Location-Address Steve r_V!s-�si dko L? 1S iG Installe Type of Building Dwelling—No. of Bedrooms 3 Expansion At Other—Type of Building No. of persons Other fixtures Design Flow 55 gallons Septic Tank—Liquid capacity 1500 gallons Disposal Trench—No. Width..._ Seepage Pit No 1 Diameter Lot #3 Z or Lot No. 193 Prospect St.., No rthampton c Address Size Lot. AO.40,944 Sq. feet Garbage Grinder ( %) Showers ( ) — Cafeteria ( ) per person per day. Total daily flow 330 gallons. Length Width Diameter Depth Total Length Total leaching area sq. ft. Depth below inlet 3.5 Total leaching qzn. tggA Other Distribution box ( ) Dosi Percolation Test Results Performed by Test Pit No. I minutes per inch Test Pit No. 2 minutes per inch 161t-ay Swanson, P.E. Depth of Test Pit 3 0 Depth to ground water Depth of Test Pit Depth to ground water CaPACITY = 776 GPD Date 6_4-8¢ Descripti qo aSoil. 6" -OTS, T'-6m rine sandy subsoil , 5'=0' °3 -� tine sand NO-GROUNDWATER medium sand, Nature of Repairs or Alterations—Answer when applicable Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT 5 of the State Sanitary Code— The un igned further agrees not to place the system in operation until a Certificate of Compliance has b-�i�issued • t ward of health. i Application Approved By %ei j, %y/- jito%S Application Disapproved for the follow ine reasons• R Permit No Issued 1/// / Due Date PROPOSED DOMESTIC SUBSURFACE D1 OSAL SYSTEM DESIGD Prepared For: S ?C✓G V US/O/AcQ Location: Lo f k3 %i4,L/74 iy Number of Bedrooms: ,3 • if/an 06 Al /r>2 Garbage Disposal: /eo Bedrooms x 2 persons/bedroom = 6e2 persons Persons x 55 gallons of wastewater. -erscn day = .33 O total gallons of wastewater/day. Percolation Rate: Z. 0 __n inch of wastewater,- square feet of _-__r. 2. O = 2 _ �. O leach bed is to be installed ercaLat'_an Rare _al SF _____r. Area s t=_`^"YDED: /S00 9a/ Septic Tank ** In no case will the septic tank be less than 1,500 gallons (effective liquid capacit. A{FR HL\TI.EF. iR 3 'ASSOCIATES. INC LEACHING PIT DESIGN Precast Pit Used: / 0 _ Long x s ' Wide x Z ' Effective Depth Using 4 ' of stone all around and /.S ' of stone under pit. SIDEWALL AREA: / _-_ x ' Ef feedire Depth x 2 Sides = ;2(a /3 ' 'Wide x ,3.S ' Effective Depth x 2 Sides = 9/ Total of 2 / 7 SF (Sidewall Area) x 2B—..c—Gal/SF = S'-/L Gal/Pit (Sidewall) BOTTOM AEA: /(5urns /,3 Wide = Z3 y SF 2- 3(-/ S (3ottoo Area) x /. O G=I sir = L 3 </ Gad (.Barran) With:__ _ _ .e ___. S y L Gal/Pit (Sidewall) T Z 3 V C__, __ -) 77L srosai: ' . _ >: _33 c 77o AI NIER HUNTLEY, JR., & ASSOCIATES. INC. w 61,11 nV' +j5, 1w r j W w f- V �t,KSI'.'4'+ 0 1 e� J i,, " n I Q J W ails: A III �� jn .{ X12 kii } )—- I ,. 1 N a fA • N C V Y • ' L._,J l—I( .4 v p: r) �� • . r 1� 1 'i �J,�4 1151 h � I UP t�t�• "I `� Cii I a (n 1 a y . . 2, Le , 4 J l H J 1N f a _ I w 1• ,, C1 W"� PA .,r _ � _i 11 I r ' u u . r k i tj n PP 4. C 1 I `� 5 Q v k I r n . , • , • 5 I 4,,: ( ' ;• �� _ A• ti ? �l rj T t11 . • r5^^ �� r C,rr,. d Jt-r•r .1 ., �, ti,M fin 1 �,: o �-- I, - ! .t. '1 /1�1 4 (/y/��)�/+•�y�� //per//� /`1� ��tI/w.. `1 5V 1 • �• ✓Was/c:n//i S PROFESSIONAL ENGINEER - SOUTHAMPTON. MASS. 01073 .81.1.1127.411213 IONE..81.1.1127.411213.81.1.1127.411213 27.si CAST STREET I , Gory R . Swanson, Massachusetts r engineer, do hereby certify that pe testing was performed as indicated Watkins under my supervision and au testing for the below-designated bu with 310 CMR 15.00, Moss . Environme the results provided below are true building lot at the location shown plan prepared by Heritage Surveys, "Definitive Subdivision Plan of Tin Mass." dated June 7, 1984; and that lot is suitable for the constructio sewage disposal system in accordanc Code. egistered professional rcolation and deep hole. below by Mr. James H. thority to perform such ilding lot in accordance ntal Code, Title 5; that and correct for the on the accompanying site Southampton, Moss. entitled: kham Woods, Northampton, the designated building n of on on-site domestic e with the above-referenced CLIENT : Tinkhom Woods Development Corp. LOT NO : 3 6-4-84 DATE PERFORMED: cont . of 5-29 HEALTH DEPT. WITNESS: P . McErlain BACKHOE: Jos . Misterka, Inc . PERCOLATION RATE : <2 min./in. DESIGN RATE: 2 min ./in. GROUNDWATER : none DEPTH OF PERCOLATION HOLE (TOP) : 3 ft. SOIL LOG: TEST PIT NO. 3 :r 6" fine sandy subsoil topsoil 2' 7' 10' ,med. sand fine sand