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13 Septic Permit & Designs 1986 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF H LTH i /�I OFA Crrtifutttr Df Cumpl/ nu THIS 1.9 O/CEjZT�7FY, hat the Individual Sewage Disposal System constructed ( or Repaired by fig• • 1��1J y� I a6 Installer /' �l n at has been installed in accordance with the provisions of TITLE 5 of The State Sant fza y Cod as dys bed in the application for Disposal Works Construction Permit No dated yj3.Q THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU D AS A GUARANTEE THAT THE SYSTEM WILL F/U[�,LtC.T�IO�N `SATISSFACTORY. DATE '�`�! v 7 ( d Inspector ���.���(((.•ntt :tJ42----� /3 /St.-oh-that 3b, N o G THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH CITY or NORTHAMPTON. fliMlusttl }vrl 0.1 uuttt tiara Irrntii Permission is It' by granted ._— --- to Construct ( or ep i ) an �1 ' i-du^al Sewage ispoosel SysternkJr�• at No . ... ! 44- . _. .. srr..n r as shown on the application for Disposal Works Construction Permit Noo o.. .._0ADated�... -. .9.2 / Fee°'S` DATE /1/50 FORM 1259 3 r(il■_ Cant PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN Prepared For: P AIL 1. I P,i r Location: Lc7 10 d; 1RCH LAIIf N ' Toxl Number of Bedrooms: 3 Garbage Disposal: %f J LEACH AREA DESIGN 3 Bedrooms x 2 persons/bedroom = persons 6 Persons x 55 gallons of wastewater/person/day = 330 total gallons of wastewater/day. Percolation Rate: F. 0 min/inch Gallon of wastewater/square feet of leach area for a Percolation Rate of: min/inch = ).75 Gal/SF Sidewall Area = 0. 63 Gal/SF Bottom Area * If a leach bed is to be installed, no sidewall is allowed. * If percolation rate exceeds 20 min/inch, no bottom area is allowed. * WITHOUT GARBAGE DISPOSAL: - SEPTIC TANK - Gallons of wastewater/day x 150% = REQUIRED effective liquid capacity of septic tank. RECOMMENDED: Septic Tank * In no case will the septic tank be less than 1,000 gallons (effective liquid capacity) . ** WITH GARBAGE DISPOSAL: 3 G Gallons of wastewater/day x 200% = C bc^ REQUIRED effective liquid capacity of septic tank. RECOMMENDED: 1 6- 00 Septic Tank ** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity) ALMLER HUNTLEY, JR., & ASSOCIATES, INC. LAND SURVEYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS LEACHING FIELD DESIGN USING BOTTOM AREA ONLY: Gallons (Total Daily Flow) gal/SF ■ • With Garbage Disposal: 5F Leaching Field x 1.S • SF Leaching Field (Designed): ' Long x _ SF Leaching Fi (REQUIRED) SF Leaching F1 (REQUIRED) {aide LEACHING TRENCH DESIGN _ ._=BALL AREA: Gal/SF x 1,S ' of effective depth x L' Length x 2 sides of =...h (stdewaL1) . JtTCM AREA: 0 .0 Gal/Six Total of trench A9s as' C ' wide x 1' length - 1. 09 GaL/LF of trench (Sotto❑ Gal/LF (Sidewall) L S9 Gal/LF (Bottom) S. J .g- TOTAL Gal/LF of trench Gal/Day (flow) Total Gal/Bay/LF - % i LF of (REAL • With Garbage Disposal: iS of trench x 1.3 = q I CO LF of 'trench (Designed) : iS Irenches, with 2 . t ' Effective Depth. A LF of trench (REQUIRED) Wide x 2o ' L SEWER P/PE - SIZE AJ Noreo aNfYAN- ALL ✓O/NT3 TO 6E W'TERT/BNT - SLOPE • "O W7 IM/N) SEPTM T4NK D/STR/OUT/ON 002 70 SE JET LEVEL. SUNP TO BE 6' S_QE YEf'Y x Nei 0E4 PiPEJ PROM THE D/JT-/BUT/ON BOX TV SE ANN- PER.•CRATEO AND LA/D LEVEL EVA AT LEAST DNE LENS TN OF P/PE, 2 %• (NW.) F/N/311 GRADE PLAN Y/E_IY //a• Me Mimeo STONE 3,4e 70 n WASHED STONE 8077011 OF F/ELO 70 BE NOR/ZONTAL s'N/N 7V 6/101/NO WATER Ot /NFERY/OL/5 LAYER SECT/ON - X 12'COVER (Mitt) 11. -_ - A(t e i EA-tea/YE 7. (YAR/ES) /=O•Al/A/ ALL IVORK TO SE PONE /N ACCORDANCE mem rye STATE ENV/RONNENTAL CODE•• 7/71E S. Irma/.. T EPPECT/YE DEPTN(VN1es) (i'M/N) 7W/CE EFFECT/YE WIDTH (H/N.1 •/P A/07 0350 POR RESERVE AREA • 4' y/N. • /F Use POa RESERVE AREA 6' /4/N. T ALMER HUNTLEY, JR. & ASSOCIATES, INC. SURVEYORS - ENGINEERS - PLANNERS 125 PLEASANT STREET NORTHAMPTON , MASS. PROJECT NO. SHEET OF 71 Pharmer Engineering Corp. civil engineering & land s 39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01090 413/533-7276 LOT DATE WOODEROOK PERC TESTS BOOK 506 SOIL LOG WATER BEL PERC RATE REMARKS 8 15-8-85 3" Top Soil 24" Sandy Subsoil 72" Silty Sand 30" Silty Till Total Depth 10 ' 112" 2 From Page # Perc #8A-85 9A 4-29-85 6" Top Soil 24" Sandy Subsoil 72" Silty Sand Total Depth 841 ' 94" 2 From Page #i Perc #9-85 - 10A 5-8-85 3" To Soil 18" Silty Subsoil 39" Med. Sand w/silt 60" Sandy Till Total Depth 10' 96" 2 From Page #` Perc #10-85 11A 5-8-85 3" Top Soil 24" Silty Subsoil 81" Sandy Till Total Depth 9 ' 96" ' 3 From Page #` Perc #11-85 12A 5-8-85 3" Top Soil 21" Silty Subsoil 36" Sandy Till 54" Silty Till Total Depth 91' 82" 2 From Page #E Perc #12-85 13A 5-25-84 8" Loam 48" Clean Fine Sand 48" Fine Canpact Sand Total Depth 9 ' 96" 2 From Page #2 Perc #17B 14A No perc at t 14B No pert at t 15A No perc at t