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LEGEND
38 --- EXISTING CONTOUR.
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X 30.98 EXISTING SPOT GRADE 1,
SET 702
100. 10 0, BERM
9
102.4 PROPOSED SPOT GRADE «` ,,
W- EXISTING WATER SERVICE"' 4p Ph
G EXISTING GAS SERVICE
IRON PIPE
H.l4P- OVERHEAD WIRES ''
7 P'100.05t;,},r ..
Y l TEST PIT
HEATH DEPT. 01.32 QiL BENCHMARK,` e a
STEM iol zz : GENERAL NOTES; :LOCUS MAP
rititvalid for REPAIR OF SEPTIC
Y, due to State and Localsept y ances• nquired i''
10 g S °' 1. ALL CHANGES TO THIS .PLAN MUST BE APPROVED BY THE LOCAL
A of Health review and approv s i yAIC .24 x 101.22 Y
SRO BOARD OF HEALTH AND THE DESIGN ENGINEER.
future
additionsirenovaIII
rations to
ge facilities and/or structurt(/e mg
r 1 , 101 35OT48 '?oo'cS'• LOT 49
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
6 O F LOCAL RULES AND REGULATIONS,. EXCEPT AS REQUESTED BELOW:
Yarmouth Flealt p rtmentr h J •I 000tS.F. 310 CMR 15.405(1)(h): LOCAL UPGRADE APPROVAL
APPRD100,26 h O
x 100.82
x 10166 -7
10 3
1) A 1' reduction to the 5' seporction requirement between estimated
high bottom S.A.S., for 4' PROPOSED groundwater and of of separation.
PUMP CHAMBER 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
101.20+ (. DESIGN ENGINEER.
e tR
100,51
1.17 i EXISTING S.A.S.
100.82 i ` TO BE REMOVED 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
10030. 101.7 _ I ! 99.47. (SEE NOTE 17) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
x ENGINEER BEFORE CONSTRUCTION CONTINUES.
O J'y 161.U0
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
9J loo 8 sP 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
0.4 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
ws loo 42 EXISTING E w HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
HOUSE&14) UNDAnoN 99.52 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 100.40 ___
Aq eppW
TO_F.=105.81 101.40 .. kj rr•.-•-,q 00,75 Y\. x
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
TELPIR P\
FF EL. =106.71 3jt `
Pro / R '
Q/I/C
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
a8Y 1,39 79, \ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
Q ` i DIRECTED BY THE APPROVING AUTHORITIES.
I LOT 2910123- O i 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFYDECKa1 \ THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
Ory i; 1 74 CONSTRUCTION.
1 ,58 D ,f `V 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
BM/S N i . '' 7R IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
LOT 47
1 J6 LOT 30 REPLACE WITH A SAN SPECIFIED 310 CMR255(3). CLEAN D AS s N
2
0 X10
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
S
RQ7,
10 7 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
OF ,t1gs, s9
y
is
x101,
50
101,
v e`f x 4 13. THIS PLAN IS TO BE USED. FOR SEPTIC SYSTEM PURPOSES ONLY AND
P Ory K'-i'1 p GJ
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
o PETER L G
McENTEE
M Ory ^
14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
CIVIL
No. 35109
BENCHMARK
COR./SONOTUBE
do TP
4
15. THE PROPERTY DOES NOT LIE WITHIN A STATE REGULATED ZONE II.
16. THE CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT BEFORE THEpPEG/S1t-v` EL.=701.76
i x
INSTALL A 40 MIL POLY LINER START OF ANY ELECTRICAL WORK.
x 401.04SSIE'X TOP OF LINER, EL.=101.4
BOTT. OF LINER, EL.=98.4
1101.2
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
EXIST. SEPTIC TANK STRIPOUT BOUNDARY
B'
14 ARROWHEAD DRIVE YARMOUTH PORT MATOREMAIN) PROPOSED S.A.S.
x TO SUITABLE HORIZON t
TOP, EL.=707.83 13' 35' LEACH FIELD Prepared for: Quinn's Excavation, P.O. Box 499, Forestdole, MA 02644
INV.(OUT), EL=100.50E
x
try/2 DISTRIBUTION LINES
OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
D. 1 1 C- 1 Onr- J .7MAP SILVA, RENATA gg 1 u =20' P.T.M. 168-22EnineerinWorks, Inc.
BUILDING LOCATION TAKEN FROM CERTIFIED PLOT PLAN BY BA STABLE 14 ARROWHEAD DRIVE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
SURVEY CONSULTANTS INC., W. YARMOUTH, MA, DATED 1/26 73 - YARMOUTH PORT, MA 02675 508) 477-5313 4/27/22 P.T.M. 1 of 3