HomeMy WebLinkAboutEngineered Plans - 2014t'
LEGEND
.• N
98 — - EXISTING CONTOUR ROUTE 6 1711
ca
t West
x 100.98 EXISTING SPOT GRADE e,n Ra
— PROPOSED CONTOUR LOCUS
UC�-----
W EXISTING WATER SERVICEiE
BENCHMARK SET G— EXISTING GAS SERVICE e
EXISTING S.A.S. MAGNETIC NAIL SET° by
--p.H.W.- OVERHEAD WIRES
TO BE PUMPED, FILLED WITH INV (OUT)=93.27
SAND AND ABANDONED TEST PIT
EXISTING SEPTIC TANK
100.14 4��- 1029e - BENCHMARK
TOP OF TANK, EL,=92.23f `� X102.19 ias,41 lo6,a4 LOCUS MAP
INV (IN) =91,151 NOT TO SCALE
INV, (OUT) 90.901 99 <. N 63.04,
TO BE PUMPED, RUPTURED, FILLED t
+. p yB,
TH SAND AND ABANDONED 95,67 �I t GENERAL NOTES:
t. t 145.00 ^ x „
P D MIL POLY I
SEtA�T�US.14'_ I t ` t x 1,1.46x'113. 16,0$ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
lW ar REPAi4t Ql x s� +/ �.x 9$,21 xr I' t t t
BOARD OF HEALTH AND THE DESIGN ENGINEER.
se �r{�P VQFa ISE EL. 91.5 p �� LTM I �-
t3�1LV dtte 11' Statt ars! .t,ocal t F '}N R EL.=89.0 1-;p�'S L/ au:., , I�,. ,
' w ant a erova4Q{e.-d 93,05 5 . g1 \5 2, ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Mrd of tie. ?t raves ! 1 to N2 i la x tA9,31 \ t OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
are additionslr""en�3•'atsonsialteratiOns gt �,. -o'::• 96,30 „�+!,s ✓ i I -
fate b ;, i1z,16 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
Vit.' q
seva a testi ' s aandJgr atructtare�ldweSteng. : :•, `a aaw o 101,9 !LOTI 232
g e� l� a,e� ?� I ` --31 q CMR 15.405(h) -CONTENTS OF LOCAL UPGRADE APPROVAL
I�I 0`!. '. 93 $4.•� It"96.20 99,5 I p `' j
'• ° ,a h It'ealtle Department ' p �> x � 1, MBLU 1101y-020 �. 1) A 1' variance gr the required 5' separation between maximum
1 ..out O'p!` c � 101 4,72 S.F� � t u seasonal high groundwater elevation and bottom of S.A.S., for
: ( 93,07 syf I X356 . G STP / 1 a /' separation.
n O ) x �L 4.34 i' . 9$.94 l 4im° I I I x 111, 6 v
UTILIY OLE#673 / I I `aY;' v U 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
90 / I 91,95 8'9,- 2 \ 9314 x 9 93.27 / x.% 1tl102 I 1
o ' I i ' o TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
ed // I 0'* ` 9329 93 e Q I 2 i i DESIGN ENGINEER.
SLp�TC P.M.
1041 I �' �` Q 4, ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
T ti<te / I I $9,1190, TANK ®.7i 32 ' ' I l I f ��' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
v��'� / �o��'„ /- �OO� I I j 1 ENGINEER BEFORE CONSTRUCTION CONTINUES.
1 Olt, ° Z� p��.y� / l x }ai,o� i I rye' ro 5, ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
94.21 / / 114"V it kso` 89,34 �! ` / l �`y0, / /! I I
t. 93,88 ' -o11 88.71 . t< f'4� / "'q EXISTING / 10070/ / xl l \\ rn 6. THE DESIGN ENGINEER iS NOT RESPONSIBLE FOR THE FAILURE OF
\ m i I"1; t tl 9 i J HOUSE(#7) x (los.s9 i I �\ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
\ t N I II /i / iO //�T,Q,F.�io1,5.+ I I I I �o HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
\ l l +app /I ! ~"/ 9319x-'; Cellar Ft.=93.Bt t I I I x 10876
v �� 7, WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
1006 100.26 m
8, THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S,A,S.
X
b +4t
69,35iii° / / ¢ ��+' 19s46 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
\ ,.:
\ \ \IIx 89,04 x 1 / " IL �� +�� , 100,01 , �isl j I � AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
.. lxl a1 /a� s, x 10050
\ ! I 9D --�9, 7 , f `l/ 99.63 •� I I L I \ DIRECTED BY THE APPROVING AUTHORITIES.
97,x4 — G 1r1�1+t:r -� 1 1 I I I \
\ I� q -7'rF Y.i;� err' o,� X9.67 1 1 cp I �\ 10• IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
\ 8:lslo L x l I l \� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
_—_— / y\ Q 9943 ,. Q i I
�-- i 1 `94 _- f QQ t m CONSTRUCTION.
9684 —1/--___ ® ;.� la. �I t x10k
/ - s rr et +�eI 1 11, WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
l UTILIY POLE~ 7- ., �� `'°
cats assn l l # 99.14 p' ' IN THE AREA BENEATH AND FOR 5 ON ALL SIDES OF THE S.A.S. AND
96,30 O' ed'ge of �" 162.43' x `i 9t \\ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
DMH gatemen ba,m 97.79 S 63'o4�S0., e _ tt ,E+Al��`f0.526 x 10779
12, AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
/"�', 97,6 5`` e \� INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
tt 7� j 13, SUBJECT SITE DOES NOT LIE WITHIN A STATE REGULATED ZONE IL.
1 ]'V 98.5a X001 `, loss 14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
Y{' AND IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY, ��~�y�t4ZH OF yAS.9 101.47
o PETER T. ��� cy OAS PROPOSED SEPTIC SYSTEM UPGRADE PLAN
MCENTEE
o CONVENTIONAL S.A.S. FOOTPRINT i CURVE HILL ROAD, SOUTH YARMOUTH, MA
_ U JOHN L -
CIVIL FOR ILLUSTRATION ONLY—DO NOT INSTALL
CHURC LL R.
No. 35109 0: 7 Lc -6 PRECAST CONCRETE units W/4' STONE Prepared for, Tom Hague III, P.O. Box 1394, Orleans, MA 02653
o No. d 11' x 50' S.A.S. FOOTPRINT OWNER OF RECORD
Engineering by: Surveying by; SCALE DRAWN JOB.. N0.
BOTTOM SIDEWALL TOTAL CALLAHN, PAULA S Engineering Works, Inc. JC Engineering, Inc. 1 "-30' P•T•M• 135-14
AREA AREA AREA C/0 JOAN WHITAKER 12 West Crossfield Road 2854 Cranberry Hwy.
550 SF 122 SF 672 SF 20 LAMBERT STREET Forestdale, MA 02644 E.Warehem, MA 02538 DATE CHECKED SHEET NO,
TOTAL CAPACITY = 0.74 GPD/SF 672 SF = 497 GPD CAMBRIDGE, MA 02141 _11 10' (508) 477-5313 (508) 273-0377 4/29/14 P.T.M. 1 Of
��