Alan Weiss

t.-413·323-4916

COLD SPRING ENVIRONMENTAL CONSULTANTS INC.

-------------------------------

p.1

• 21£ $itt In\'estisations • PetC010lt~OD Tests

• SubsurWcc l nvcstigarions • Septic D~sigl:.s • Pollution RcmedJatioo • R.egul:.ti:ocy Cornplimc:c • UiP on Stilff • Recycling;md Sobd W:o..stc • For~nsic Se:ptic ln~estig:l.tions • Second Opmions

Apri~ 27, 2010

Amherst, Bd . Of Hea~th

RE: L . Fie~d and S. Tank (Repa.ir) Instal~a.tion Inspection # 623 station Rd

On thi s date , the ,,'riter inspected the ins tallation of a new (Septic System). The writer f ound the ins~a l lation to be complete (except f o r compl et i on of cov er nater i al) and i n co~pli ance with our plans and 310 CMR 1 5.000 . The i n staller represe n t at ive (Addairs Septic.) and our inspection note d that the system was buil t & installed properly, in accordance w~th the sta te/lo=a l regul a tions and our plans . The contrac~or was requested to have sufficient soil on site and p roperly cove r the system according to our plans and may backfi l l the system a fter r eview by local Hea l th Departmen t repr esentatives.

Sin=erely,

Cold Spring Environmental Consu1tants, Inc.

A~an ~eiss , M. S . , L~S . P . pres i;~h~ Pri n= i pal Hydroge ologist Licensed Sice Professional #6~42 Regi ster ed San itarian #933

COld Spring En\'ironmet1lal 350 Old Enfidd Road Belchertown , \I1a. 0 I 007

4 13-323-5957, phone 4 13-323-19 16. fax

350 Old Enfield Road· Belchertown, MA. OIOO7 ' Phone: 413.323.5957 Fax 413.323.4916 ema.il: :lr:wei"" ... c<!'1..:11;lrtl'r.nct .... -v.w.coldspringenvironmentaLcom

May 0310 01 :42p Alan Weiss

;KING :I~,G

)TEM

NOT AN ACTUAL SURVEY/! LINES DRAWN FOR SEPTIC LOCATION PURPOSES ONLY!

r---- -I BAR~ I L _____ ...J

FUI"~P C?,USH ~ F!ll (''UJ

---- -- --TlON AND ~,

S,T.i; j'·lK &. l. Tt.NI·;--. ,

- -

413-323-4916

--­~---

r----I r- -_,i I I I f i I I I , I I I i r I r

3B

- \",-I I POOL , I I r ; I

I I I I I - __ _ 1 '

---.J j 48' - 1-----

! i '\ I

EXISTING 4 BEDROClA HUlSE (# 623)

---- - --.-

p.2

CO:~~A~S~*SACII~,::TTS

Application for a p~~~~I:~~~?~ ~~~(~~~ A:~~~~ _ ~~e~~t:~O~ lnru"duru Colnp<i'~I~,.)11'f' Map/Parcel#

Lot#

Installer's Name

Address

Telephone#

Designer's Name

Type of Building -----.....:.:=--'-""--"--==-7r-.1I------------- Lot Size _--='''--'-'-=-L-

Dwelling. No. of Bedrooms _____ + __ --"::=.;><1.=.J..>l.:=~ _________ ___''_ __

Other -Type of Building ____________________ No. of persons __ _

Other Fixtures -----------------------;--:-7-:------------:-77"-,.--

Design F __ =-'---__ gpd Calculated design flow _----'Lf_'i.....=cJ_ Design flow provided _-'--""-'='--- gpd

Plan: Da:::,_-==;:--I-'==-'::'='--'='---_ Revision Date ________ _

Title -J2.-4~.!.....-~~r-"~~*__;_....J~P:~-J~=~-------------------­Descripti

Soil Evaluator Form No. _______ Name of Soil Evaluator ---J.'f-'-..... '-'-'{:.... <;<-">S~ __ Date of Evaluation

• , c,. Uvi+..!cwd-e - J DESCRIPTION OF REPAIRS OR ALTERATIONS --L1U"""':R""',"',o/.l_-'S"'--',:....t.J...C.MlJlcL...----"+'1='--I.k"--'-. h-'--'-""-eCj(""'--'. ________ _

The undersigned agrees to install the above described Individual Sewage Disposa1 System in accordance with the provisions of TITLE 5 and

~er agrees ot to p ce the syst . ention until a Certificate of Ci4Pliance has been issued by the Board of Health.

Signed Date ~4'E : .:.:.: ... : .... . ,»:-' ,,>: . . . . Inspections _____________________________ '!"11

....................................................................................................................... 0 0 .................................................................................................................... ..

No. __ ~_

COMMONWUlTII or MASSACIIUSHTS FEE ____ _

Board of Health, ~&......,'"'-'''!>J...!.h_'__'e=..c...''~=_J'_,I~-' MA.

Description of Work: 0 lnru"dual compo.::~TIr~~~:t~~t:OMPlIANn: / The undersigned hereby certify that the Sewage Disposal System; Constructed ( ). Repaired (¢. Upgraded ( ). Abandoned ( )

by ROB tf' Lh rJS11' L£C00 ,( ) at J> Z., 'fft4. -c{ C2 J has been installed In accordance wuh the provIslOns of 310 CMR 15.00 (TItle 5) and the a!lroved design plans/as-btult plans re1aung to

;~;'~~::ion NAtz:::! . ~n lid-proved DeSign FlOW-;: (gpd)

Designer: ' J Inspector~~l4.... DI<te: Cj hZk / 10 The issuance of this permit shall not be construed as a guarantee that e system Will function as designed . / J

.. . • .... • • .. .. .. . .. . . .. ... .. ... .. .. .. .. . .. .. .. ... . .. . •. .. • .... .. . . . ... .. .. .. .. .. 0 ............. ... .................................................................... 0 .................... 0;;2:> ........... . No. /LJ /) 'I FEE A:£>

COMMONWULTII or MASSACIIUSHTS

DISPOSAl SYSTtM CONSTRUCTION Pt:RMIT Permission is hereby granted to; Construct( ) Repair (/upgrade ( ) Abandon ( l an individual sewage disposal system

at 4- 23 0T/'r:n 0 .... ) as described in the application for

Disposal System Construction Permit No. / L2L2 t . dated • Provided: Construction shall be completed within three years of the date of this

Date 14/;1) Board of Health ~~~~~~~~!:t1!,::.Iii~ ____ _ I Ioeal conditions must be met.

Form 1255 Rev. 5196 A.M. Sutkin Co. ChaI1esW.m, 1M

..............................................................................................................................................................................................................................................................

.. . ........ .. ... .. .... .. .. .... .... .. .. ...... .. .. ...... ...... . .. .. .. .. .... .. .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... .. .... ...... .. .... .. .. .. .. .... .. .. .... .. .. .. .. .... .. .. .... .. .... .. .. .. .. .. .. .. .. .. .. .... .. .... .. .. .. .. .. .... .. .. .. ..... .. ..

tm' \:!jI COLD SPRlNG ENVIRONMENTAL

CONSULTANTS. INC ALAN E. WEISS, M.S., L.S.P. LIcensed Silt Professional Rcgislcred Sanitarian Hydrogcologisl Presidenl

FORM 11 - SOIL EV ALUATORFORM Page 1 of 3

Date: 3 /z'>fz",/o' 150 Old Enfield Rd. Be1chenown, MA 01007

-St:bsurfacc investig:uions '2lESitc Ir'!vestigalions -Pollution Remediation -Percolat ion Tests and

(413) 323·5957 & 323-4916 (FAX) Septic Designs Commonwealth of Massachusetts ~ ~ {J,~ J ,Massachusetts

Soil Suitability Assessment for On-site Sewage Disposal

Performed By: ~ .vJ~ l· 'O> <;

Witnessed By: &,. (' 0 Jri 1V\,lM. c4:..

,ew construction 0 Repair ~ Office Review

Q....n;r.! Nux.

AdC:e:n. ~1Id

Tde~ 1

Published Soil Survey Available: No 0 Yes W Year Published

Drainage Class

Publication Scale

Soil Limitations

Surficial Geologic R.epe" Available: No B" Yes n Year Publisht.d Publication Scale

Geologic Material (Map Unit)

L?.ndfoffi1 , Flood insurance Rate Map:

Above 500 year flood boundary No DYes ~ Within 500 year flood boundary No ~ 0 Within 100 year flood boundary No ~ 0 Wetland Area:

National Wetland Inventory Map (map untt)

Wetlands Conservancy Program Map (map unit)

Current Water Resource Conditions (USGS): Month

Range :Abovc Normal ~omlal ~ ,./ Normal 0 Other References Reviewed:

~ ~ ocr AI'I'RQ\'F..!) FOK~1 . I2I07l'}S

Date: 3 \ z c;- (2..c.; \..)

'::J 1/1 ,..J £1= Y .vJ Pr (7.. ;J EO ~

{,Z3 $("'<I'c . .....J WD

Soil \1ap Unit

--' -.--

W ,

{t 'Y

FORM 11 -SOIL EVALUATOR FORJ\1 Page 2 of J

Location Address or Lot No. G z. ~ S-fC:<.:-t-lt..) 1(1) ----~~~----~~----~~--

J ,

On-site Review

Deep Hole Number H z- . 5V C~ Weather (La v. V$ , Location (identily on site plan)

.. · .. r···'''· .. ·,,·

Land Use __ . "C. I2es~'-"'---"!;~ ____ __

Vegetation ~ ("( cQvo J S Landlorm. ---re. f-{'O c;..R &.,

Slope (%) '2-- Surface SlDnes __ ..... >;'{fCL-'S'---~~~ ___ _

Position on landscape (sketch on the back) DiSTances trom:

Open Water Body 100 '~ leet

Possible Wet Area irx:! {- leet

Drinking Water Well feet

Drainage way

ProperTY Line

OTher

N' , < ••

' t ·50 feet ::p '~ leet

DEEP OBSERVATION HOLE LOG'

De;::th from I Soil Horizon Soii T er.:ure

I SoH Color I Soil I O"..her Surface /lnc!iesi (USDA) (Munsell) Mottlin.g {S::n.:aure, Stones, 6oulde:'s, Consistency, %

< Gravel)

'I ~":>L- IO'<{t '& -(n' c.lo~ o -I/' i-l r . 1(, -22'1 ;0,<;' ~ Ie, - Tn" L?~. L-oo<;f ~w 1.-7 /1 ~ " Zf.::, ; b~,{,k 2Z -Yb c.., L'S

10'1 (I r,f" F- c, '5'.1-'1> l eo 0(0 {o i.:>h'-'s I

::z. i 'III

I'

A r~ IO't(Z. 3("3 - fr;,, \"~ . b - (10 \0"- Zy II

1 C>..c if- 'i { " - ~'Z,\.o~ ) L .,<,>y 0Ul L7 2.,<6 l'/' _~ " C r LS

/0 '1(26(8 F-C :;; '" """0 t- (. J2 II...! E- L

i 0 0 (0 c., IoIo~S,

M 'NIMCM UI- ~ Huu~ HeUUIHcU A ' eVtrty

Pl!lr~m Material IO~ologjc) __ .... D<...vhJ"'-'-=tQ'-.L~-'--_________ Dep't'1tOBedroclc' __ 4'1.b'1"~"Lt_\_''''--:-____ _

Deorh to Groundwater: Standing Water in th~ Hole: _~10,-,,-'______ Weeping from Pit Face: ~,",31",,,;" ______ _ Esumated ~asonal High Ground water:' __ ~),~(.,,-" ____________________ \,\ ____ __

\ DE? APPROVED FOR.'I· I::!JD,195

! ,

i I

i ; J ,

FORM 12 - PERCOLATION TEST

COMMONWEALTH OF MASSACHUSETTS

, Massachusetts

Percolation Test'

I : Oil -Date: ---:5 L c: \2.6 (0 Time:,

Observ ati0r, Ho!e i! I 'I=> t ! I

Depth of Perc

I '3 if I Start Pre-soak I I; , <; ')- I I

End Pre-s02k

I )',0 <) I ! - - - - 2" I lime a;:: I

I I ', oS" j

Time at 9" I -I , (J

-. . r-" 1 !me 21 0

I I i

(3D Time (9':-6 ")

;<) I Rate Min. /lnch <; I " Minimum of 1 percolation test must be performed in both the primary area ;l.ND reserve a~.

Site Passed Ef Site Failed 0 ..... .... .... ........... ... ...•..•.... .... .... ......

Performad By: A We,7 7 .. ...... ..... .. ........ ... , ........... __ .. .....•..... . -

Witnessed By: (, C-.?v'(-hvt "" cAe. Comments:

DEP M?RO ..... ED FORM _ 1:1/07/95

1<Ul(JV11.l - i)V.iL c.Y.-;"l..;Ur1.JVr\.. rUKJ\/l

Loclltion Address or Lot No. "13 "Sfct'h.,.-J fi)

Determination for Seasonal High Water Table

Method Used:

o Depth observed standing in observation hole ..

o Depth weeping from side of observation hole .

[R] Depth to soil mottles .Zta .. inches

o Ground water adjustment ......... feet

Index Well Number Reading Date ...

inches

inches

Index well level

Adjustment factor Adjusted ground water level

Death of Naturallv Occurring Pervious Material

Page 3 of 3

Does at least four feet of nawrally occurring pervious material eXlS, in ali areas observed throughou! the area proposed for the so" absorptlon system? '{4,S

If not, what is the depth of naturally occurring pervious material? ____ _

Certification

I ~ertify that on ht'1~ (date) I have passed the soil evaluator examinatia:n approved by the Department of Environmental Protection and that the above analysIs was performed by me consistent with the required training, expertise and experience d escribed in 310 CMR 15.017,

Signature --t,4L#J~======-- Date

DEI' APPROVED fOR.M - 12107/95

~pplicationpage attached to p.lan !i:,J/PE or RS stamp; date, sIgnature ,. . (, V' O . }.<:"-'O ,.(" . 1J.r. . Variances to property·liI}e setback distances must have Surveyor Stamp --' '"' IT l )

E¥Legal boundaries noted . . ~ Easements noted . " . . , Q.15we1lirigs and buildings existing or proposed noted . . . .. G6'L()caiion of driveway or parking areas, other impervious areas ' I .A Id J,..ocation ru:d dimensio~s of reserve area (new) CMR 15.248(1); IS: (0<:;(,-/) ~r-""e tJ /'I? . [,ffSystem deSIgn calcula~./ . . . ... " .' Id garbage grinder Y oQ::L./" .

~ctunark not disturbed during construction, within 75 feet offacility CMR15 ,220 (4)(q)

rth arrow CMR 15,200 (4) (g) . ontours , . , ' . '. . ' eep hole location and data ' .

~rc hole location and data . ' . . , ,

.. Elevations , . . . ' , , '.

. Names ofapprovi~g authority and soil 'evaluator CMR 15.211 p,49 , --[L;}-Location of every water sUpply, public and·private CMR 15,220(k): '.

. ' .. Within 400 feet of system in case of surface water ilnd gravel packed public water supply . . Within 250 feet of system in case of tubular public water supply Within 150 feet ofprivate supply wells ·. Idr/ Sere ~i~ " " Si' +.. .... \(,

GYw ell statement if applicable . . , I " .

~cation of any surface· waters, rivers, vegetated wetlands . . , .

ocation of water lines and other'subsurface utilities _ . ' .. ' " . - Observed and adjust~d groundwater elevation in the vicinity of system 15.220 (4)(n) ,

.. ~c~~ep~~~~t:ow ~ocatiO~O~;facilii~: inc1udin~ nearest~tr~~ ' ... . _.

UYMaterials of construction and specs for system . , ~ .

i· Baffie ' /QA,l ,7.'j .. . .

uble washed stone ... . . . , ' , . . i e in centerline.oftank310 C. MR 15.2. 27 .. ,15.0.6(8) .

Lif'~dule 40 'PVC for trafficked areas, house to tank 315 / , -[5'1;>istances noted from house to tank, etc. . ~J . o If dosing is proposed, design and specs of dosing system (",v g 0 .......... o Wh~n alternative technology is required, complete flan and specs, including hydraulic pr~fiie {Ai ~ lJ}1f~nches preferred over beds CMR 15,240 (6)F-VP!5' . .. ' '. O»uoyancy calculations for tanks or components partly below H2O table 15:221(8) p, 56(t'J,ij) ' C!r 3 to 1, slope outside of mound, toe ending 5 feet from property line . o Local upgrade requests on the plan /V J9 -o Local upgrade forms attached to application ,; /J

· 0 Note on plan listing ail variahc.es sought in conjunction with the plan ).}//7

NOTE~: ~,""j. iA'i .. ~."--u--<""""_= .. """'. e""";. .... £~. ~. ' -="?7<.",,' ~<~~~~"'7'"",~:c..;QL..""J>~:":. '"""'7. ?'~'-l' ..... ' .g'~:u.'~~",,' :""".'ldI..sm""'.=....a .... · ~ .. _-

. ' "

,

\ \

\

L _

NOTE TO INSTALLER A PLUMBER MUST INSPECT iNSIDE PLUMBING .AND FIX AN Y , EAKING FAUCETS OR TOILETS IF FOUND TO BE LEAKi!\G OR FLOWING IMPROPERLY lIifO SEPTIC S Y$ TEM PRIOR TO FINAL iNSPECTION

\ \

PLOT PLAN MAP248 LOT 29 SCALE: 1":::30'

257,004± Sq. Ft. 5.900± Ac

~ \l': .~

q

" \ \

\ \ \

\

----- -GRAVITY SLOPE SEPTIC SYSTEM OPE.RA TlON AND MAINTENANCE NOTES FOR HOME,OWNJ'i!1.. 1.) HAVE TAl\!( PUMPED EVERY 2YEARS. 2) MAINTAIN AREA OVER SEPTIC SYSTEM AS GRASSY

OR SIMILAR GROUND COVER 3.) DO NOT PLANT ANY TREES OR DEEP ROOTING

SHRUBS WITHIN 10 FEET OF SYSTEM. 4) USE ONLY LIQUID DETERGENTS & LOW FLOW WASHERS

NOT AN ACTUAL SURVEY!! LINES DRAWN FOR SEPTIC

LOCATION PURPOSES ONLY!

,-----, I BARN I I I L _ ____ .J

5.) WIPE ALL OIL AND GREASE FROM COOKWARE AND DISPOSE IN TRASH NOT SEPTIC.

61 All T oiIefs and Faucets must be confinned to not be teaMng because one IeaIdng fixture un tail a septic system in ONE DAY

85'

-

ew 150Jg monoti!hic s lank r ___ _

, r---,l

EXISTIm 4 BEDROOM HOUSE (# 6231

---

I I I I I I I I " I I I I I I I I POOL I I I I I I I I I I I I I I L L- __ .J I ----J

--- --

4' SCH. 40 PVC FROMS. TANK

NOTE TO H)MEOWNER: MOUNDS, WHERE USED, ARE REQUIRED BY STATE CODE TO MAXIMIZE THE DISTANCE FROM THE BOTTOM OF THE LEACHING FIELD TO THE TOP OF THE ESTIMATED HIGH GROUNDWl TER. THIS 'SEPARA TlON" FROM HIGH GROUNDWATER (3.4, OR 5 FEET), IS NOT THE SAME AS T~E HEIGHT OF THE FIN/SHED MOUND SURFACE. THE ACTUAL FINISHED MOUND IS TYPICALL YHIGHER THAN THE 'SEPARA TlON". BY SIGNING PERMIT YOU ACKNOWLEDGE THAT COLD SPRING ENIlRONMEfoITAL CONSULTAfoITS INC. IS NOT RESPONSIBLE FOR THE AESTHETICS OF FILLED OR VlOUNDED SYSTEMS.

EFFLUENT DISPOSAL AREA CROSSSEcnON-NOTTOSCALE

(RAISED OISPOSAL AREA) (2 % SLOPE TOP) NUMBER OF 4· SDR PVC SEPTIC LlNES:2

CENTER TO CENTER SPACING: 6'

FINAL GRADE

14'

'NSES7 T

--15' ~7

T-5S ~ 0...,

ORIGINAL GRADE

TYPICAL NEW SEPTIC TANK (WATERTIGHT) OR EQUIVELANT.

9ODEG. Ifl.ET

AS aAFFlE E 6' OF 314' TO 1-11./' 0 . W. STONE BENEATHTA~.";l

TYPICAL D,BOX (WATERTIGHT)

LACE REBAR & MAGNETIC TAPE OVER COVER USE RISER IF BURIED > 9' TO SURFACE FOR INSP. PORT

OUTLET

FIRST 2' OF OUTLET PIPES TO BE LEVEL

- PLACE ON STABLE 6' BASE OF 3/4' TO 1-112' O.w. STONE - USE CONCRETE BOX WITH 2' MINIMUM WALL THICKNESS. - FILL WITH WATER FOR FINAL INSPECTION. - USE LARGE STYLE O.BOX 6 outle! (Underground Supply)

EFFLUENT DISPOSAL SYSTEM (CROSS SECTION-NOT TO SCALE) rlNAL GRADE OVER 14' W X 45' L FIELD = 93.5'

• I .... , I • .' . " .

~.' .. . ... 'H:i .

~ : :..;", :.~. ..•. '

USE SCH4 PVC TO D. BOX SLOPE2. %

KEY ELEVA TlONS BASEMENT SILL: 100' BUILDING OUT: 95.80' SEPTIC TANK IN: 95.0' SEPTIC TANK OUT:94.7' D. BOX IN:93.35' D. BOX OUT: 92. 15' L. FLD. INY. ST: 92.05'

ATTENTION INSTALLER!!

.. ' ...... .

1500 GALLON SEPTIC TANK

~"'''.~~ .. prior 10 setting tank

CALL DIG SAFE BEFORE YOU DIG!! MASSACHUSETTS STATE LAW CHAPlER 82 SECTIONS 4Q -40E REQJIRE THAT PREMARKING OF GAS, ELECTRIC, WATER, lELEPHONE AND CABLE T.V. UTILITY LINES BE MADE ~ MINIMUM OF 72 HOURS PRIOR TO GROUND BREAK FOR ANY EXCAVATION.

m ~I.~ ________ __ 45'

USE SCH40 PVC ro D. BOX MIN. SLOPEO.1 %

DIST. BOX WI 6" W. STONE BASE

6-

Sf T lAYERCA= ltsTO 1Il' PEASTONE OIlER S

FINAL GRADE 12' MIN COVER

NOTES:

i

:' ;- r:-T ~\~!t~ '\ 5 3M iLl

I I !

- TOPSOIL AND ORGANIC "'" TERIAJ. TO BE REMOVED FROM DISPOSAL AREA PRIOR ro PlACING SAND OR FILL

-FINAL GRADING TOSHEDSURFACE WATERAWAYFROM SYSTEM COMPONENTS. -MIN 10'/ AWl' 18" COVER OVER PIPE

NOTE: INSTALLER MUST CONTACT ENGINEERlBD OF HEALTH 48 HOURS PRIOR TO SUBGRADE INSPECTION. INSTALLER MUST HAVE ALL BREAK OUT FILL ON SITE AND IN PLACE PRIOR TO SIGN OFF BY ENGINEER AT TIME OF FINAL INSPECTION OR APPROVAL WILL NOT BE GIVEN TO BACKFILL.

DENSE SOIL BLANKET

OT PIPE ELEV. = 91.85' OT. W.STONE ElEV. = 91.35'

(4->1'T. OFFSET TO ESHGW)

SUBJECT SITE

OCATIO

DESIGN NOTES' AND CALCULA nONS: 1.14 BEDROOM HOME X 110 GPO IBR = 440 GPO. REQUIRED,

-Use ONERELD:: 14' WIDE X 45' LONG WITH 8" OF ~- TO it: DBL WASHED STONE BELOW INVE1RT -

. BOTTOM AREA: 141' W X 45' L =630 SF. - SIDE AREA: OSF. - TOTAL AREA: 630) SF X 0.74 GAUSF = 466 GPO

3. GARBAGE DISPOSAL lOOT ALLOWED, ... 4. NO OTHER PRNATE W1ElLS WITHIN 100 FEET OF SAS. 5. NO OTHER WETLANDS \WITHIN 100 FEET OF SAS 6. USE NEW 1.500 GALS. TTANKAS NOTED & MAINTAIN 0.02 PITCH FROM SILL TO S. TANK

• INSTALL & INSPECT SCH. 40 TEES I BAFFLES (10· IN..ET, 14" OUTLET), NOTE: • ALl COMPOfoENTS OF I\EW SYSTEM MlIST BE MARKED WITH MAGNETIC TAPE. BE SURE TO MAINTAIN 3" CLEARANCE FROM TOP OF TEES TO BOTIOMOF TAl\!( COVERS & BOXES.

7. USE LARGE STYLE (60lUTLET) D.BOX ON.X 7A All D. BOX OUTLET PIIPES LEVEL FOR FIRST 2' BOXES MUST HAVE T+COI\C. WALLS

NOTE: .' "" 0: eciXES WITIIMOIiE THAN 9' OF COVER SOIL MUST HAVE RISERS TO 6' OF SURFACE. " e:USE AI'PROVEbp5'-1 '112") DBL. WASHED STONE UNDER TANK & D. BOX FOR 6'.

·CONFIRM STONE PR(»PERL Y DOUBLE WASHED PRIOR TO PLACEMENT. 9. USE PROPER SCH. 40 Pl'VC TEES AS SHOWN. 10. PRE &POST CONTClLffiS NOTED AS NECESSARY. RESERVE AS NOTED (not "'<I"lrOO f.,re .. lrs) 11. SLOPE CALCS(SEE CONTClIJ<S) SUBGRADE i\lSP. REO'D. 13. USE FIELD DUE TO TOfPOGRAPHY AND SPACE OF LOT WITH RESPECT TO LOCATION AND

ELEVATION OF RESIDEI\CE (310 CMR 15.240) 14. USE 2% MIN SLOPE OlVER SAS

• CLEAR TOP AND SUB] TO 24' MIN. AS NEEDED (INSPECTION REQUIRED). .. CLEAR PAST BASE OIF B (MIN. 24') & SCARIFY UNDER BED PRKlR TO TITLE V SAtolllSTONE PLACEMENT. • EXCAVATE EXISTING; LOAM, SUB AND ANY EXISTING DEBRIS, DIRTY FILL OR PRIOR SYSTEM IF PRESENT

15. SOIL EVALUATION BY ,A. WEISS. RS. ON 3125/10 (G. COURTMANCHE, BOH AGENT). • DEPTH OF PERC. 38-• PERC RATE = 5 MIN" IN. • CLASS I SOIL RATING;

16. NO TREES WITHN 101FT. OF NEW LEACH FIELD. 17. ENGINEER & TOWN (IF REOUIRED) TO INSPECT SUBGRADE. TOWN Atoll ENGINEER INSPECT AT FINAL 18. _loo.oo@ (PClIJ<EID SILL, as noled). CONFIRM PROPER PIPE SLOPES

· USEnNSPECT SCH 4(0 PIPE FOR PIPE FROM HOUSE TO NEW OR EXISTING TANK 19. GRADE MULCH AND SEED OVER SAS AS NOTED 20. INSTALLATION IN LOW' GROUNDWATER SEASON RECOMMENDED 21 . USE OBSERVATION PORT NEAR CENTER OF STONE BED HAVE 4' PERFORATED, PVC INSPECTION PORTALS

TO BOTTOM OF STONIE BED, WITH RISER TO 3' OF SURFACE & THREADED CAP & MARK WITH RE-BAR.

TEST PIT LOG: SOIL EVAlUATOR: DATE OF EVALUATION:

A. WEISS, RS 3125110 TP-1 EFF. ELEV: 89.70 TP-2 EFF. ELEV: 89.5 elf. DEPTH: HORIZ: TEXTURE U SE MATERIAL- DEPTH: HORIZ: TEXTURE' MUNSEtl : MATERiAl

0-16 A FSl 10 YR 3/3 FRIABLE 0-16 A FSL 10 YR 3/3 FRIABLE 16·22 Bw LS 10 YR 4/6 FRIABLE, LOOSE 16-24 Bw LS 10 YR 4/6 FRIABLE, LOOSE 22·96 Cl LS 10 YR 6/8 F-C SAND, 10'k OOBBLES 24-136 Cl LS 10 YR 6/8 F·C SAND. 10%COBBLES

OXIDES: 2.5 Y 411 10 YR 6/8 OBSERVED 26' OXIDES: 2.5 Y 411 10 YR 6/8 OBSERVED 26' EHWT: 26' EHWT: 26' = 87.33' STANDING H2O: 70' STANDING H2O: 70'

WEEPING: 36' WEEPING: 36" BEDROCK: 96'+ BEDROCK: 86'+

SEPTIC SYSTEM REPAIR PLAN FOR STANLEY WARNER 623 STATION ROAD

'PdFO.Kt:., (lI.13) JJ23-5951 <;F~, (1113) 323'-11916

3/30/10 L : 1":::30'

AMHERST, MA.

~9H..C.. 350 'Du lApdd 7lna.J.. 11~H., 11f.cII-. 01007

ARS CHECK

AEW 110-3327-0325