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REVISIONS
NO. DATE DESCRIPTION
6/30/2000 SETBACK REQ.
-2., 8/1/00 GRADING
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN "AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL'FACILfTY ONLY.
2. ALL -'CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL'BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
0
40'OR EQUAL
4. THERE ARE NO KNOWN .PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE *
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN'.
i 0 0
10
10
5. WITHIN -LIMIT OF EX6AVOON'REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER,
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
STEVE ANALYSIS:'
10% (MAX) BY WT. SHALL
00
0 If
REVISIONS
NO. DATE DESCRIPTION
6/30/2000 SETBACK REQ.
-2., 8/1/00 GRADING
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN "AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL'FACILfTY ONLY.
2. ALL -'CONSTRUCTION METHODS 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 EQUAL
4. THERE ARE NO KNOWN .PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE *
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN'.
150' OF ANY KNOWN LEACHING FACILITY,
5. WITHIN -LIMIT OF EX6AVOON'REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER,
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
STEVE ANALYSIS:'
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
.<10 X OF No. 4 STEVE SHALL
PASS No. 100
<5 X OF No. 4 STEVE $H ALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No., 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE.CONTRACTOR SHALL BE RESPON—
SIBLE FOR PROPERLY LOCATING AND
COORDINATING, THE PROPOSED CON—
SIRUCTION ACTIVITY WITH DIG—SAFE
AND THE APPLICABLE' UTILITY
COMPANY AND MAINTAINING. THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG—SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER "82, SECTION 409
AT TEL 1-888-344-7233.,THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
U11UTIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN,FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE, .', '
LOCA71ON AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION,
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT :
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
0 0i
The •BSC Group, Inc.
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH,, MA 02673
(508) 778 =8919
PROJECT TITLE:
SEWAGE, DISPOSAL
SYSTEM-. DESIGN
#28
MARINERS LANE
YARMOUTH, , MASS
t c c- I vd
for 0 EPl
lVdi
CLERK I Tr,,-7EASj
PREPARED FO',THYARm0uT
f�-.
McSHANE CONSTRUCTION
COMPANY, INC.
P.O. BOX 429
OSTERMLLE, MA 02655
DATE: 6/5/2000
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD" .,P.H. / D.G.
FILE NO., 8186-SEP.DWG
DING NO. .5220-01
SHEET 1 OF 1
1 1
JOB "NO. 4-8186.001,