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271 (Girl Scouts) Plans WITHGASBAFFLEWHICH SHALL BE CONSTRUCTED FROM SCHEDULE 40 PVC 4"DIAMETER PIPE CLUED JOINTS. CAS BAFFLE SHALL BE INSTALLED SO THAT BOTTOM L5 14"BELOW LIQUID LINE FOR A 46'DEEP TANG 19"FOR A 60"DEEP TANK. A 90 DECREE ELBOW IS TO BE GLUED IN PLACE POINTING TOWARD THE CENTER OF THE SEPTIC TANK ATEE MAY BE SUBSTITUTED FOR THE ELBOW. DO NOT USE ANY SEPTIC TANK THAT HAS A HOLE IN THE BOTTOM OR IN THE SIDE. DLSTRIBUTION BOX MUST HAVE A MINIMUM INSIDE DIMENSION OF 12"WITH A 6"SUMP. ALL DISTRIBUTION LINES MUST HAVE ADJUSTABLE FLOW LEVELERS TO PROVIDE FOR EQUAL DISTRIBUTION OF LEACHATP SOIL LOGS DATE/MAY 24,2001 HOLE HORIZON DEPTH FROM SOIL SOIL COLOR MOTTLING OTHER NUMBER SURFACE INCHES TEXTURE MUNSELL 2 A 04 SL 10YR4/3 FILL 6-12 Bw 12-15 SL 2.5Y4/4 5%1- I2" WAVY INTERFACE 7SYRS/6 C IS-124 IS 33Y5/4 FRIABLE, UNCOMPACTED WITH STONES BOULDERS(2) AND COBBLES SMEARS,SOIL IS DAMP ELEVATION AT GRADE: 9136 ELEVATION OF BOTTOM OF H 2i M.0) WEEPING®33% ESTIMATED GROUND WATER..12",ELEVATION"9036 LEDGE>124• NOT IN FLOOD PLAIN UNIVERSITY of MASSACHUSETTS UMASS, UMass Extension Customer Name: dgroecology Program Soil and Plant Tissue Testing Laboratory West Experiment Station Box 38010 Amherst, MA 01003-8010 413.545.2311 413.545.1931 fax http://www.umass.edu/plsoits/soiltest TEXTURAL ANALYSIS RESULTS A.P. Sheehan Associates, Inc. Robert Sheehan, Jr. 146 Taylor Street/Parish Hill Granby, MA 01033 Sample ID: Bag 845925 Customer Designation: Edward Ansanitis Percentages based on less than 2 mm fraction Fraction Percent Sand 76.9 Silt 20.2 Clay 2.9 100.0 Sand Subfractions Silt subfractions Very Coarse 11.3 Coarse 10.3 Coarse 13.3 Medium 7.5 Medium 15.3 Fine 2.3 Fine 23 .6 Very Fine 13.4 20.2 76.9 Under USDA criteria this sample classifies as a loamy sand. Classification is based on particles that are sand size and finer (i.e. less than 2 millimeters in diameter) . Those particles greater than 2 mm are included in the textural name as a modifier (ex. gravelly) . The sample submitted contained 19.2 % gravel on a weight basis. Any questions pertaining to these results may be asked by calling the Soil Testing Lab. This soil material classifies as a CLASS I soil under Title V. Effluent loading Rates range from 0.66 to 0.74 gpd/sq ft.; Perc. Rates assigned values 8 minutes/inch or less. tm¢dSm¢srp mmt of dgnculweccoops UMass Extension: Working Partners university of'Ia sac hunts Extension offers et pportunlof-In programs and employment. ER 4 HOLE HORIZON DEPTH FROM SOIL SOIL COLOR MOTTLING OTHER SURFACE INCHES TEXTURE MUNSELL A 0-12 SL 10YR4/3 Bw 1235 SL 2JY4/4 5%+®12" WAVY INTERFACE T.SYRS/6 NUMBER C 25410 LS 2.5Y5/4 FRIABLE, UNCOMPACTED WITH STONES AND COBBLES SMEARS,SOIL IS DAMP ELEVATION AT GRADE: 91.40 ELEVATION OF BOTTOM OF HI:84.73 WEEPING @ 28"; ESTIMATED GROUND WATER 12",ELEVATION 90.40 LEDGE>B0" NOT IN FLOOD PLAIN SIT/:A TVONT 3 BEDROOM DWELLING,NO GARBAGE GRINDER.PERC RATE ESTABLISHED BY UNIVERSITY OF MASSACHUSETTS SOIL TESTING LABORATORY PARENT MATERIAL SATURATE!)AT TIME OP PERC TEST. CLASS I ROD,PER II-MASS ?RAC TEST DATE: DECEMBER 5,2000. BOARD OF HEALTH WITNESS: PETER MfERLAIN SOIL EVALUATOR: ROBERT F.SHEEHAN JR.,CERTIFIED JULY 1999. DEEP OBSERVATION HOLE 02 DATE:MAY 24,2001.BOARD OF HEALTH WITNESS:PETER MCERLVN 3 BEDROOMS @ 110 GALS -330 GALLONS ESTIMATED AVERAGE DAILY FLOW BASED ON 1995 TITLE 5 REGULATIONS LEACHING SYSTEM IS TO CONSIST OF 2 TRENCHES,EACH 4 FT WIDE,50 FT LONG WITH A MINIMUM OF 1.00 FOOT OF STONE UNDER THE DISTRIBIHTON LINES. DESIGN CALCULATIONS• SIDE (2)(I.Q0,)(50•)(2) - 200 SQ FT X0.66 G/SQ FT - 132.0 (3)(50 (4•) - 400 SQ FT X0.66 GISQ IT TOTALS 600 SQ FT 1995TTTLE 5 WADING FACTORS USED FORCALCULATI VARIANCE REQUESTED: GALS 3%0 GALS CAPACITY PROCEDURE FOR CONDUCTING PERC TESTS 310 CMR 15.104 AND 1E105 USE INSTEAD SOIL ANALYSIS DY UMASS SOIL LAB POLICY 0 BRP/DWM/PeP-P00-1 "I WIN O2- — /v c._ei/'C Pend-Co--- REVISED 5/24/01 DEEP OBSERVATION HOLE#2,SOH.LOG ON'SHEET 412 REPAIR SEPTIC SYSTEM DESIGN FOR 271 HAYDENVILLE ROAD, NORTHAMPTON, MA .EVISED 5/24/01 SUUBMITTEDTO BOARD OF HEALTH APR.9.2001 REPAIR SEPTIC SYSTEM DESIGN FOR EDWARD AND JEAN ANSANITIS SHEET 1 OF 2 47 9 syw wceUJ avanr FM nn J./galV�gig.,Xvr.... ' �/ rk 17 llritl�. It 1 MILE MN TN 15° 1000 0 1000 2000 3000 4000 FEET Printed from TOPO! ©1998 Wildflower Productions (www.topo.com) 4 J 23,��bd 113 l � I 6 P_ -D t,7. y/y/ � yyaR / � iti i 7 �* �, I. 0 444 lul l u° ,P ,„ AS ,„,,Te r ,444;;is,„ 4 ,,, NICE .. ]. , . JOS N �� .��'.. 'A a l f se" V errs /.�� � ,, I -Repa'r of Sep.Ie S1s4eM p/ 4 ,,.ea74nne. i•.--..For: *steh „ OS. It IOOdecl - t—mod 9,6 Scan{ co4\ci 1 that ar-Ins area_ ;*skNea,�, NaydenVllleRa N'-hm /� Arks. ors.. L draw\ by: Lle ' . PJ McEC viY Ts. Dade 7/,/sa Fleallh 43eht NoE +o Scale s /eachins 1-re ncIn Sec Isom cndcap5 1' H°soirz cite, ® e Oerrr4 in Pe + P' P I \ Pit mP I A - Chamber sm harKin9 cwv".04 Ater C� ( to 0I sPO� / a /e _�e 'is -1) rive ova y _ / ..---\\ girt Scout of Flee 81dS• 1 // - "1,,,::‘ap l 4r \ � 0,, / ,0 sr 0 , 0 , , -/ --1, Kritox . --- ja. 1f4oprig,. In, I Fr o ► w 4� a v ,IMO c/ s Sds aL° n� �' 714C- 45 " ��`" n ,.,% v /) . t ° 1 _- 9 r � 'r EXISTING LEACHING FACILITY I I PL n INSTALLED JULY 1985,FAILED TITLE 5 INSPECTION 310 CMR 15303(l)(.)7. TO BE TO BE ABANDONED. ,- 9g j3 z r H-,, . 94,s6 /0 & TT2 o 3" 41111 1 ® (C) 0 i o s o r 1 ® 97 y3 a I- . O , 0 / BOO _ I < 31 -�i"/y'7->I / 1 - I"i I O � i APPROXIMATE.LOCATION OF CITY ' I F WATER SERVICE.INSTALLER MUST VERIFY LOCATION WTIH NORTHAMPTON WATER DEPARTMENT ■ O \ \ AAYDENV[LLE R( Z • >„;,,Y 96.88 EXISTING ^�' p ry FOUNDATION / ._ (,,3 96'n7 wnia.oF2 MANHOLES `�6,_ -. DK ELTIN -� SEE NOTES / 9(,. /3 95:82 Dw ELLING _ --. GRINDER NEW 1500 GALLON I ‘./72 5A 2COMPARTMENT 20 8cR SEPTIC TANK -� Nc < So rtY SEE.NOTES ,, , -- } 1 rn V STONE BASE I4 .---_._ r,2' SEE NOTES 1 PROFILE OF SEPTIC SYSTEM WITH INVERT ELEVATIONS NO SCALE SOIL LOGS DATE:DF.GF.MIIER 5,2000 1 JTFT ONLY SANITARY HOUSE MUST WASTE IS ALLOWED ECT INTO ;WATER FROM HOUSE MUST BE CONNECTED TO THE ROI,P. HORIZON SONFA(I:f FROM INCHES SOIL XTIIRF. SOIL MOTTLING OTHER L.FATS. FOOD PARTICLES,GREASE OR OTHER NUMBER WED INTO THE SEPTIC SYSTEM. RECOMMEND I u_I2 SL 10Y114/3 PLD ANNUALLY.INSTALL WATER CONSERVATION si+T�tz^ WAVY INTERFACE IICE LOAD ON LEACHING SYSTEM-NO SEPTIC Rw 12-25 SL 2.5Eaa I 12 CED IN A SEPTIC TANK. FRIABLE. C 25-80 LS 2'5YS1 UNCOMPACIED ER T ROLE - HORIZON DEPTH FROM SOD,. SOIL COLOR SURFACE INCHES TEXTURE MUNSELL I A 0-12 SL IOYRN3 NUM BE It Bw 12-25 SL 23Y4/4 C 2580 LS L5Y5'4 ELEVATION AT GRADE: 91.40 ELEVATION OF BOTTOM OF B1:S4.73 WEEPING( TS"; ESTIMATED GROUND WATER• 12",ELEVATION-90.40 LEDGE>Sr NOT IN FLOOD PLAIN MOTTLING OTHER 5%+®12" WAVY INTERFACE T.5YR5/6 FRIABLE, UNCOMPACTED WITH STONES AND COBBLES SMEARS,SOIL IS DAMP 5IT„1T.ON. 3 BEDROOM DWELLING,NO GARBAGE GRINDER.PERC RATE ESTABLISHED BY UNIVERSITY OVMASSACHUSEITS SOIL TESTING LABORATORY PARENT MATERIAL SATURATED AT TIME OF PERC TEST. CLASS 1 SOIL PER 11-MASS PERC TEST DATE: DECEMBER 5,2000, BOARD OF HEALTH WITNESS: PETER McERLAIN SOIL EVALUATOR: ROBERT P.SHEEHAN JR,CERTIFIED JULY 1993. DEEP OBSERVATION HOLE 02 DATE:MAY 244001.BOARD OF HEALTH WITNESS:PETER M,ERLAIN 3 BEDROOMS @ 110 GALS -330 GALLONS ESTIMATED AVERAGE DAILY FLOW BASED ON 1913 TITLE 5 REGULATIONS LEACHING SYSTEM IS TO CONSIST OF 2 TRENCHES,EACH 4 FT WIDE,50 FF LONG WITH A MINIMUM OF 1.00 FOOT OF STONE UNDER THE DISTRIBUTION LINES. DESIGN CALCULATIONS: SIDE(2)(1.00V1(50')(2) - 200 SQ PT X0.65 G/SQ FT (2)(51F)(41) . 400 SQ FT X0.66 GISQ FT TOTALS 600 SQ FT 1995 TITLES LOADING FACTORS USED FORCALCULAT VARIANCE REQUESTED: 13x0 GALS 96.0 GALS CAPACITY PROCEDURE FOR CONDUCTING PERC TESTS 310 ME 15.104 AND 15.105 USE INSTEAD SOIL ANALYSIS BY UMASS SOIL LAB POLICY 0 BRP/DWM/PeP-P00-1 ' -(j- L Q2 - - <.ierre lPYC.✓Sm. REVISED 5/24/01 DEEP OBSERVATION HOLE 92,SOIL LOG ON"sHEET 92 REPAIR SEPTIC SYSTEM DESIGN FOR 271 HAYDENVILLE ROAD, NORTHAMPTON, MA SVBMITIED TO LEVISED 5/24/01 SHEET 1 OF 2 BOARD OP HEALTH APR.9.2001 REPAIR SEPTIC SYSTEM DESIGN FOR EDWARD AND JEAN ANSANITIS WITHGASBAFFLEWHICHSHALL BE CONSTRUCTED FROM SCHEDULE 40 PVC 4"DIAMETER PIPE GLUED JOINTS. GAS BAFFLE SHALL BE INSTALLED SO THAT BOTTOM LS 14"BELOW LIQUID LINE FOR A 48"DEEP TANK 19"FOR A 60"DEEP TANK A 90 DECREE ELBOW IS TO BE GLUED IN PLACE POINTING TOWARD THE CENTER OF THE SEPTIC TANK A TEE MAY BE SUBSTITUTED FOR THE ELBOW. DO NOT USE ANY SEPTIC TANK THAT HAS A HOLE IN THE BOTTOM OR IN THE SIDE. DISTRIBUTION BOX MUST HAVE A MINIMUM INSIDE DIMENSION OF 12"WITH A 6"SUMP. ALL DISTRIBUTION LINES MUST RAVE ADJUSTABLE FLOW LEVELERS TO PROVIDE FOR EQUAL DISTRIBUTION OF LF.ACHATP. SOIL LOGS DATE:MAY 24,2001 HOLE HORIZON DEPTH FROM SOIL SOIL COLOR MOTTLING OTHER NUMBER SURFACE INCHES TEXTURE MUNSELL 2 A 04 SL 10YR4D FILL 612 19w 12-15 SL 2.5V4/4 5%+®12" WAVY INTERFACE 7.SYIW6 C 15424 LS 34V5/4 FRIABLE, UNCOMPACTED WITH STONES BOULDERS(2) AND COBBLES SMEARS,SOIL IS DAMP ELEVATION AT GRADE: 91.36 ELEVATION OF BOTTOM OF H 2:ELM WEEPING®33"N ESTIMATED GROUND WATER-12",ELEVATION la 90.36 LEDGE>124" NOT IN FLOOD PLAIN 1 Po' g aDli jQ / } no-DS `iJ‘E, i _ h rim ?Ala Z i, saaal '`----- /r-,S‘ to>a-- 0 •(1/4--- ---) - , Ask , G♦ .4Iw .+ + %� 1.,„1„. __...- _y-- __ f)X11,)!..074 4 (�♦ Ssu,p^ I it `Pm vac r R --t" ' — - - - C d “ rod ad ,d _ 'F --- . __. . _.—.__-44_4_4 L ;chi. ^ J a?4 ,7 apki d'aP 1 >dpjPu. ;aS ( —Duda-{ ON/y )na/ ft s 1 ort%S of toN 1„aS q `^t» a '8 ,' 4 ^ a -'1'tt , — 1af, NH ra alDnu9PlnH xca+�s =,! 1 i hDJO fao919D lr il)uno7 }:naJ; ,a!C3 -ri, 2., c P _ JD CDC �i . . . w w 0 I v Leatfielo,approximate layout '3 3 Distribution Box • Gl NORTH 4::::::: <;:::/' ,,x.: -eptc Tank • ta pa: i — OOiN town water in Y c E / As-BuiltDrawin Date Owner r' HOMESTEAD INC. Q Existing Septic System B 518109 Girls Scouts of Central& Thomas S. Leue R.S. 8 Western Massachusetts l I Scale:1 :20' Revision Date: 271 Haydenville Road / A".: NstG Cape St 01oS6 ., Leeds, MA 01053 �2h._ .fi+ Li ioi nmsa