HomeMy WebLinkAboutEngineered Plans - 201740 MIL POLYLINER LEGEND LOCUS
PLACE AS SHOWN —100 -- EXISTING CONTOUR N le
TOP OF LINER, EL.=101.5 P
BOTTOM OF LINER, EL.=99.0 x 100.98 EXISTING SPOT GRADE Je4Eersor �0
STRIPOUT BOUNDARY —W EXISTING WATER SERVICE v o 00 00 o0G�� �a
TO 'B" HORIZON -----G EXISTING GAS SERVICE 0 ' P 000
�
(SEE NOTE 1 1) \,5� 22 TEST HOLE ao r9 0 0�
O p a
\4 126 13 BENCHMARK m¢
99,57 z U o- �°
3
SHED �1g° 100,19 \ BENCHMARK m C o m °stp
� PJe
FENCE
OF CONC. APRON z o °y yr
101,01 ` 99.97 100 99.98 \\ EL. =100.24 v } 6
100,65 ' 10 100 99 ,� GARAGE \ R LOCUS SCALE
+ • S, � ^ PATIO .0
/
• 2 -A ��/ \ GENERAL NOTES:
�.9rG8 P-�I`� \
PS•�'� 00,1 100,14 PPRON \ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
GONG, \. BOARD OF HEALTH AND THE DESIGN ENGINEER.
/� �� , �~� 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
+TPN2 09 ,
� — — \ 1{x.0 100,24 ) ' + OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
100,02 99 95
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
—310 CMR 15.405(1)(h):
3) A 1' reduction to the required 4' separation between maximum
100.42({fix 99.98 seasonal high groundwater and bottom of S.A.S., for 3' separation.
7- 0, O 0 �- 00,87 ran / 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
2 /O x 100,16 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
100.63 LOT 112 DESIGN ENGINEER.
PROPOSED SEPTIC .15' AT 12, Ex. SEWER 15,001 f S.F. `F 99,40 �� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
101,01 INV.=`100..3± FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
TANK/PUMP CHAMBER + EXISTING ENGINEER BEFORE CONSTRUCTION CONTINUES.
100.65\ HOUSE(#29) MAP ID. 63=22
EXIST �► 5. ALL ELEVATIONS ARE BASED ON AN ASSUMED DATUM.
\ \ TOF=162.Of p� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
CP NO \S S \ Cellar Floor. EL. ='98.8± Q.
(a prox.)\ �1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
� \ � 100,31HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
W i oyer 0n C% p ; N O 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
• FENCE DECK x 100.21, x 99.52 W' ,�� 8. THERE ARE NO ABUTTING WELLS WITHIN 100' OF THE PROPOSED S.A.S..
° /�h 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
EX/STING SEPTIC TANK 01
100,42 10060 / � AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
TO BE PUMPED, FILLED ( 100,1`2 DIRECTED BY THE APPROVING AUTHORITIES.
WITH SAND &ABANDONED °�° x 100,19 �V 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
100,70 °� y _ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
99,95 CONSTRUCTION.
EX/STING S.A. / ®s 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
(approximate) Petm�t vat�d for EPAIR t) StflRhl7Eld�llA .:r� \ I CA ASIN IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
TO BE ABANDO , L NLY dice, to 5, to and t u� it srlytic �Far►e,tces 1�1 13 „ 99,85 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
Boa{d. of 1�eatth.re 'ew and aht,r wal i� require+i Eur,. '2'Z � 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
1•�j3 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
any
fu (ti
addit ins/renov,iti� nth►lt�.ratiorts., to. vEMENT U 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING
sewage facilites anti/. struettirrs/c Hc1�4irg,` OOE OF PA SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
Yt'motitli'' alth I)e nrnt. E A� 14. HOUSE LOCATION TAKEN FROM CERTIFIED PLOT PLAN BY BARNSTABLE
SURVEY CONSULTANTS, INC., DATED 2/8/73.
10OF gss,.00.25
SO PLAN REVISION 7/24/,7 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
o PETER T. '^7 E ADD ST/PC 1500/500 TANK
CE TEE 1„ J NOTE: EX, TANK FOUND TO BE DEFECTIVE 29 JEFFERSON AVE., WEST YARMOUTH, MA
CIVIL pfe` Prepared for: Richard Blanchard, 29 Jeferson Ave., W. Yarmouth, MA 02673
No. 35109 OWNER OF RECORD
REQ/Sj�(�F� BLANCHARD, RICHARD L TRS Engineering by: SCALE DRAWN JOB. NO.
BLANCHARD, CAROLE J Engineering Works, Inc. 1 „=20' P.T.M. 203-17
29 JEFFERSON AVE. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
WEST YARMOUTH, MA 02673 (508) 477-5313 6/21/17 P.T.M. 1 of 3
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