I

-

TOWN OF AMHERST 0. i I J( e 1I!t.fT-f pef. f"C1t 8.-..... . l-o-,-s 13 Ij .... /d ~'f.2

PERC TEST DATA SHEET ' 300 =- J ~a DATE '/~"//7Y LOCATION ~(JJ.//J /.~,,/c 10., /d LOT SIZE

tf,IJ't41'1I 1 e t:.. --:>' J ADDRESS I 'J..j}(J .;" h"'J.a; TELE # ..JD-7g?O OWNER -J) t1 !J.lL!= i '\..~~ p.E./RS C.ujIIHrN. S;eev Tn FIRM SC !Z1o! ~ OBSERVED B~vld 2.t'Yl'

FORM 12 - PERCOLATION TEST

L0cation Address or Lot No. Lot '5'1 (\0 Iv • ..!'" L",I\lC

COMMONWEALTH OF MASSACHUSETTS , Massachusetts

Percolation Test·

. - ~ate: J5lL -~a. 5 - 'd1'i\Cj,.;yi~,-____ -Obserlfati01l Hole #

Depth of Perc

Start Pre-soak

End Pre-soak

Time at 12"

Time at 9"

Time at 6"

Time (9"-6")

Rate Min .!lnch L.. z.. c...,Z-

, Minimum of 1 percolation test must be performed in both the primary area AND reserve area.

Site Passed 121 Site Failed 0

Performed By: ]) III $;,i2.UTfl

Witnessed By: .1> AJe :C:-,.., 12.0 L-I.JJS/< I Comments: - Sf M ~~]lq~ TO . c: . .:..J .

- IJ 5 c ·n-~A G~.s {!,.) s: kf~

DEI' APPROVED FORM· 12/07/95

€I!?) COLD SPRING ENVIRONMENT. CONSULTANTS, INC. AL

ALAN E. WEISS, M.s., LoS.p. LIcensed Sire Professional '"kglSlcr...:J Sallu.U"lan HydrogCOlogisl Presiden!

350 Old Enfield Rd. Belchertown, MA 0 I 007

FORM 11 - SOIL EVALUATOR-FORM Page 1 of 3

Date: (413) 323-5957 & 323-4916 (FAX)

-Subsurface Investigarions ·21 E Site Investigations ·Pollution Remediarion ·Percolation Tests and Septic Designs

rlmonwealth of Massachusetts . Massachusetts

Soil Suitability Assessment for On-site Sewage Disposal

Performed By:tl. W@~5 Date : D.. ,. L.A --.." NS"K I Witnessed By: "'" c

----------,..:::...- ===-=------====;== =-.:.....=======,---

f-Jew Construction ~ Repair 0 Olliee Review

Owner", N&lTC.

Addreu . .and

Tdq.hoo: ,

J e~ ~(I"e s. Zeo '+n'ct.,i-" ST., A",,~..,. . MI'> .

0(00"2.

5't'i - ~"1o~

Publi shed Soil Survey Available: No D Yes 0

Year Published !-l,Ne ~ ~I\>lD

._.. ... Soil Map Unit

Drainage Class J: --":7;> .. Publication Scale

Soil Limitations ~

FORM 11 - SOIL EVALUATORFORM

Page 3 of 3

Location Address or Lot No. LoT S'I (10) JD",,.HI LANG ~~-=~~~--~~~~~=

Determination for Seasonal High Water Table

Method Used:

[ZJ Depth observed standing in observation hole,vA inches r-i AI/} LLl Depth weeping from side of observation h:..:o:.:.l::.e ___ --"in-'.c:::h:..:.e=-s=-~ ______ _ [2j Depth to soil mottles -Nfr inches o Ground water adjustment feet

Index Well Number Reading Date Index well level

Adjustment factor Adjusted ground water level

Depth of Naturally Occurring Pervious Material

, Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system 7 )U'.3

If not, what is the depth of naturally occurring pervious material? __ ~. __ _

Certification

I certify that on J..y Ij'j S- (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR ~7.

Slgnature&1.~~L:.~=======- Date qpU 1110

[lEI' APPROVED FOR.\I . 12 r07{95

----- -

FORM 11 - SOIL EVALUATO!tFORM Page 2 of 3

t.~1

Location Address or Lot I-JO. -=5=--c..-7 _ _ -,I",i)",-">J",.",---...!L~Il=,,,","'

FIGURE 1: SITE LOCUS

A~~:! _J~ "_

~ ~ --"

, .. I _ ( -

! £ 1

U'1" -I. e,nc.e

SCALE: 1"=2,083 FT.

o FEET 2000

USGS 7.5 MIN. QUAD.

COLD SPRING ENVIRONMEN,(AL INC.

MN

l \ \

N

SITE

'\ ..... ~\ \ \ ., ......, \\ \ ; ........ , 1'd::..10 .... " J' J .'.'\. 'Z:\, '" ' .... ,.... 55~ "-.... ' ./ A -, "' , \ , ', .... .... - ......... 1) I~ ~\.\~ -" :~~~ -OLe_

,,, .... ..... , /' / 7 11'\.-' I ,~ -~ cA ,-,.......... '/ /' v'- ::>!.~ . :-,. "

, .... ,.... 00

.... , .... " 00 - ~ ~--~ ~ ~ " .... 0 -.", ,0 ~Rl~:::... ~

\ $ ; (}iii\ _-__ ~ \C) ///,/,1

___ _ _ ...., ::1..- . - - - - - - - - - - - _~ . .1 I 1/ I __ ._ ' -- ' I I , ., . -- - - / I

__ _ __ ----- - - - I II ____ ______ _ __ ." , __ ______ ,'11 //

___ ____ / ;- ____ -------;:;.:---- ____ ---------/////1, . _____ _--_-"~-:... ~ ---___ _____ ,'/1//11 , __ _ __ .... __ - ___ -' I/I( , ----.: ' _____ I 1/ / ._ __ ~,....-_ ___ 'IIII/,

• _.' , - - \ __ .I I I I

_~~ _-- ___ -___ --'..::::'L ----., ' --~'~ - OJ --- ----'/ ;' I // " . . \C>'-~ __________ ___ __ ~\ ~ ? _______ /1 1//'

, . ~ • __ - -........ / I I I _ ---::::.' __ 0'l..C\-- -_ ///I/'Ii' .::._- _~_ - __

~tJNPr t.ltN';

110'

CROSS SECTION OF PROPOSED SYSTEM USE RISERS TO wnN 6" OF GROUND

PL-eJ T PL4f\1 .use 3 TRENCES J' WOE X 4S'lONC - SPACE TRNCI1£S 9 fEET APART . . USE4O'Of ,,- SORlSOR SCH 40 PERF PIPE -AU.ENOS CAPPED AT ENOS.

\ 108'

\ ,~

,f'

\ 110

~ =-116

____ .. /d~ \ ..... " /0(,

-.. 10 105.00'

(/ ~ '70') 2 % MIN. GRACE OIlER SAS

,....

2" OF 118"·112" W . STONE COVER

- -- DUe< M"Al. s'>'" OVER V 106

>S'

3' •

l ' COVER " oeox ,"'NV@ lQ5?5' / 104'

"

I~ I I ~rocm - - ~ ~4'':2vt:SOG15 :: •

2.0' 13/4".1 1/2" W STONE

~ . ........ _ -c-j-

Ct..EAR L('AAI & S./TS)

U~l 1 EE @ INL ET TO DB

102' ... [ """" TANK IS' deli .... m and Ab, REPlACE ALL OU> LOAM AND sue SUSS TRAr A WITH TITLE V Fill UNDER SYSTEM AND WfTHIN 5 FeE INLET TEE AT D, 130X PlACE ON lEVEL BASE.

INLET ELEV. 101.35'

D.S. OUT 101.1'

DESIGN NOTES:

1 5 BR. x 110 gallday=:;50 gal.lday x1 ,25=687.5 gaL/day 2 Use THREE Leach Trenches: 3 ' wide x 24" stone below Invert.

Bot Area: 3' wide x 45' long x 3= 40551 Side Area: 2.0' x ~5' long x 2 x 3= 540 sf Side Area 2.0'x 3.0' widex2 x 3= 36sf

Tot. Area: 981 51 x 0.74 gaLs!. = 726gaL/day 3. NO GARBAGE DISPOSAL ALLOWED 4, ALL D. BOX OUTLET PIPES LEVEL FOR 2' 5. NO WELLS WITHIN 150 FEET OF SYSTEM NOTED (Im"n waler) . 6 . WETLANDS WITHING 100 FEET OF SYSTEM NOTED (NONE). 7, PRE & POST CONTOURS NOTED AS NECESSARY. B. RESERVE AREA NOTED (BEWEEN TRENCHES) 9. SLOPE CALCS NOT APPLIC. 10, 2% MIN. SLOPE OVER SAS .

PERC TEST BY A Weiss, R.S. & Soil Eval ON 9110/96 D ZAROZINSKI, AGENT. PERCS by B. Siruta 7?" & 65" DEPTH .. RATE =