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MY SAND 1DYR 2 1 LOAMY SAND 10YRi TRAVELED WAYS EREINH20 LOADING LOAS „L0 LOAMY 2.SYR $ 1 1 t DIST. BOX ,H .70 LOADINGNGSHALLAPPLY. U LESS U DER PAVEMENT, DR VESOR o
ECTIONS ANDCONCE4 l0AMYSAND 2.5YR `5 3. ALL PIPE CONN 4
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REVISIONS
N0: _ - -: DATE . DESCRIkION
)IO.H.'ISSUE-
2. 12/11/00' B.O.H. COMMENTS
REDUCE HSE.- = I
3. 11, 1 H f SIZE
/20/0
&REVISE '.GRADIN
GENERAL NOTES:''
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS L AND "
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5'AND LOCAL BOARD '
OF', HEALTH REGULATIONS-',
3. ALL PIPES LOCATED UNDER PAVEMENT '
OR,TRAVELED'WAY SHALL BE: SCHEDULE
40 OR'EOUAL
4. THERE ARE NO KNOWN PRIVATE WTELLS
LOCATED WTHIN 150 FT. OF THE
PROPOSED LEACHING FAC LITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF'ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF:EXCAVATION REMOVE,
ALL TOPSOIL. SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.. `
6. REPLACE WITH CLEAN WASHED SANb.'
OR 'OTHER CLEAN GRANULAR SOILS
COItFORM ut TO THE FOLLo'MNG
SIEVE ANALYSIS:
10% (MAX) BY WT.'SHALL
PASS No. 50 SIEVE
�<10 7 OF No. 4 SISVE SHALL
PASS No, 100
<S : OF No. 4 SIEVE SHALL
PASS No. 200
UNIFOR1<11TY.COEFFICIENT e Na, 4
SIEVE </=6,0
7. EXISTING UTILITIES VA47RE SHOWN
'IN THE DRAWONGS ARE APPROXIMATE
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE',
AND THE APPLICABLE UTILITY
COMPANY AND MA1NTAUNING THE , <
EXISTING UTILITYSYSTEMIN SERVICE. '
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE O' MASSACHUSETTS
STATUTE CHAPTER 82. SECTION 40S '
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR,THAT ALL ,<
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR ''SHALL VERIFY SIZE,. r.
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REWIRED PRIOR
TO THE START OF CONSTRUCTION.
,8., THIS SYSTEM IS NOT DESI'�,ED FOR '
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
—777-7
;The ESC Group, Inc
657 :ROUTES 28, (UNIT 6)$
WEST, YARMOUTH, 'MA . 02673
(508) 778-8919
PROJECT 11 TLE: .
SEWAGE 'DISPOSAL
SYSTDWI, DESIGN
LOT = �3
s 88'';<
PAM -'NNAVi!\UT,-
DRi
S. Y R1 ®UTI
LISA A �:•�.
MACDONPLD I"
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,C IL
40134//,•%'
PRE ED FOP: jjLL� �Y+
THOMAS:L& DONNA'
4 LORI " COURT.
PITTSF IELD';
MASSACHUSETTS ,
Q1201 -
DATE: .'JULY "12, 2000
COMP.'/DESIGN: K. HEALY "
'-CHECK:, D-CRISPIN
DRAWN: K.:,HEALY'
FIELD: P.H. '/ A.D.
FILE N0. .4818800/8188SEP1:DWG
D%VG NO. 5179-12
SHEET 1 OF 1 ,
POB N0.4-8188.01
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