HomeMy WebLinkAboutDecision 3446-3447 - Section 1 - Proposed Septic Design - Pg3BENCHMARK va
TOP OF, `FOUNDATION
ELEV.
�. :" 10 F?. MINIMUM 10 FT.
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
CRAIG P SHORT
PROFESSIONAL ENGINEER
508-- P. 0. BOX 104-4
398_8311 SOUTH DENNIS, MASS. 02660
DAZE 9/29 97 1
SCALE 1 » ^
5 FEET,,18 INCFEs -- " �- MYERS MHV 4 OR 5 +
2 000 GALLON PUMP
7 � 28 1NCEES ( USGS PROBABLE "WATER TABLE ELEV � tea_ WATER ENCOUNTERED AT ELEV. m WATER' ENCOUNTERED AT ELEV.. mm
OR EQUAL)
8 FEE 34 INCHES SEPTIC : TANK OBSERVED WA
TABLE ( / / ) ELEV.
:. , CHAMBER PAC vIze E'me2 G,0^/Cy BOTTOM OF TEST HOLE ELEV.
C f4A M C3 E R Tt7 Jo aaa ,�T
ys7EM
ELEV. AT INVERT INLET PUMP CHAMBER CALCULATIONS: LEGEND: DESIGN CALCULATIONS sYs �`M �
ELEV. AT ALARM ON Gp ! ,�' EXISTING SPOT ELEVATION OO,cO NUMBER OF BEDROOMS
` SEW�►GE DISPOSAL SYSTEM PROFILE ELEV. AT PUMP ON S . " REQUIRED FLOW PER CYCLE .25 X GAL/CYCLE?P d� EXISTING CONTOUR ----00--- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE ELEV. AT PUMP OFF 'r VOLUME PER CYCLE GAL/CYCLE /7 GAL/CU-s 2 y�CU. FL/CYCLE FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW G ``�
BOTTOM OF INSIDE PUMP CHAMBER 3-�� VOLUME OF WATER IN PIPE 3.14 Xo.oJ�62 �0 110 GAL. R. AY X BR. GAL AY
z- CU. FT. FINAL CONTOUR ( /B N ) . !b
zGs TOTAL MINIMUM VOLUME PER CYCLE <'- D�� C
BOTTOM OF OUTSIDE PUMP. CHAMBER SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL
DISCHARGE CU. F -r: /.j -o CU -FT -/FT. Q. �' Fr. (uoo c.s.t)
_ .tom
G G o i. > 7 UTILITY POLE -0- " ACTUAL SIZE OF SEPTIC TANK,'r �°" �sa��,s"�a Z=GAL /G�3 e7T
/Q
STORAGE CAPACITY (� GAL/DAY /7.48 GAL/CU.FT./s'o CU.FT./1=T. FT. TOWN WATER =W�-.--=w� SOIL CLASSIFICATION
` /.�7
,Q
" ` ! REQUIRED . L-...= PROVIDED \ <
_ - CATCH BASIN �®/ DESIGN PERCOLATION 'RALE _ MIN./IN.
- , GAL AY/S.F.
GAS LINE G EFFLUENT LOADING :RATE
ZONIIV G TE5 ' J`r1 1 ` PAR. A�/ I
/1f_ _ CALCULATIONS: ON S: cEs'".�PooL OC.P. LEA AREA 30 x 3a ' do sQf 1,
B O U YAN C -E C A L C CLEANOUT C.P.�o. (peq P ear- . a' X �' , t d )
-
p I ` " , CRATE)G C G GAL/DAY P2''2.3pc)O GALLON SEPTIC TANK 10GALLON PUMP CHAMBER NCITY AREA X V
" `y, 9 WEIGHT OF WATER ISPLA WEIGHT OF WATER DISPLACED g do X . 74 ��
/G 28% 16%al2 ( .00j / p 6 RESERVE LEACHING CAPACITY '.'�--�-•- GAL/IDAY
Io�/c 942 LBS. t t! x G.i7 x i.')C44/ s/<f 1 24,042 LBS.
% 1d
WEIGHT OF TANK PER MANUFACTURER �?S '080 WEIGHT OF TANK PER MANUFACTURER
� p
R,'.A�F ' !O" CONC, -$'4AZ G, -t) 4 1C�" C i+lr..S4,cj,q
,a w A -Z Cs C dt V E/2 �9 �•' a 2 S 92 S1t Vim- \` _ s 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
_. _. / `.. ExGESS we./criT � �r E CESS v'E"1GrIT Gc?.. /�s �32MOur�
�DLpC'k' 4.`Sx/?. _ :. o `„ I TITLE 5 AND THE TOWN of RULES AND
p/ ~�----1-- CL,ffA iZ a USHe � � REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
Wi44 ta.f( SrPtI
J �Lj i •'�� �, O (� / _ 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
3 Q I '. /.S 'f'' �V -- G 1 ��' WITHIN 6" OF FINISHED GRADE.
,r�=- - 4--._. O r �-' QU AJC f .S T, 3. A!1 COMPONENTS OF THE SANITARY SYSTEM SHAH BE. CAPABLE OF
y'oTr° c Gv,�Jz:AGS s G3G .. s>`? 1. `,:;T, ! �r .
�0 • 7 iZ.4 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 1MTNN
1,
,- a7- 7 - 90.3%4 a.•,R ri✓ y { r 10 FT. OF DRIVES .OR PARKING AREAS. N-20 LOADING SMALL BE
_ING AREAS.
4
FS , PRO ._ ._ _ Z _ 4. ANYDMASONARY UNITS USED TO BRING COVERS TOUNDER OR WITHIN 10 FT. OF DRIVES OR KGRADE HALL.
0 �_ ` A L /'' r? -z T' IZ G"F' T Yf y BE MORTARED IN PLACE
.. /t _,• " / , �- F 5. N0 DETERMINATION HAS BEEN MADE AS TO COMPUANCE WITH
R r Q LI J RED /..�' SPc, s x, 4i.,v�r'= f T�
/ 20 - -" G J r,. 7, DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT !S 70
�2
W 14'a vFZ)d,c1D : _ 7 C7k "� - : D -'� '�� OBTAIN SUCH DETERMINATION FROM APPROPRIATE 'AUTHORITY.
,� of 9
�- / � r `i �/ �±r, -" 6. UTILITIES SHOWN .ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR'
� O
1 � IS TO CALL DIG -SAFE" AT 1-800-322-4$44 AT LEAST 72 HOURS
? C /1i%lV ; j C.� 1 1�, 7` Ott . �itd/�` �-; 1 � �U 3c, � � o �:�.' �a>
/00 'C� PRIOR TO COMMENCING WORK ON SIT>;.
S ic- r �,J r j Q P,F+ -` l $ , 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS 'A5 WELL AS
IVI ....._ ,off, / �, \ - L�
�.��., _.„...- ` � SITE CONDITIONS PRIOR TO 'COMMENCING WORK ON SITE.
,'-/? S..'Ic'.i^,1.1 S / �, �L`3T �x� /9� ` . F� ��� , / Q "_i , B. PARCEL IS !N 'F104D ZONE fa�2 C Z�l. /_O E LCL ���
O a _, e 1 11
4 /A✓�•- � � ~ � f / ���Y � 9. LOT 1S SHOWN ON ASSESSORS MAP �'AS PARCEL
Q} 4-Ho,7M f' O = t O 10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
. 3tf _ v �
JCC"11-�'�1 C A Q7 S ..'.]~7-.�►'I.:r ..
/ V -_ �. �� ! 6,� = 11. ALARM IS TO BE BOTH AUDIO AND VISUAL. FOP, A0 A4
�} Q' ... Y,''! , .S '9�,f.-O :RO _ FENCE 12. Sl'71C TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
/ P C1 � D ,
�:'.� � �' :�.,X lir-d•drL.E�, ,.�'L N, �+1.��� . a:.G2 �, _... , . /V'-' A'9c ,. ��j- ' THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES. '
=- r- f ,. i �; ; /T !.. 2 �S;:..,_ ^ rc�� -� 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
r FORA A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
_ _ REPLACED. WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
t` o' - S 7 car" �-r} 14. SEPTIC TANK AND PUMP. CHAMBER ARE TO BE WATERPROOFED AT
adz r 1atc�GF l ''7S ```�• ,. �! \• THE MANUFACTURER AND HAVE ASPHALT AND 6 ML POLY ATTACHED.
� _ ;.. r.,' l'..! ti`s,, f-� F`'.
1 Q
-�,.-.�C]�,/f�.✓ �. i�,� � 1.,1��?%",!n�cJ 4�C?3.-r - � ,5..E �. � c r.e f c .n, �, w I n ,,v G� �- r�r� !a v
t/C�re ..1 f _7 trvf!h J T' u. _ '~ '�/� t.� .. _ f'; t' F Y.: F \ P ` A N c T'2 t t 1` P g r I1 ,'4 L
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APPROVED.. 'BOARD OF HEALTH
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DATE AGENT
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< o G Q vi4DJ1vG Cov,-.eAaE _ z288 Slit
p o x z 4)+(i 4-- 4) =
--...• .:�` �F tL t42 740
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sc-, J. � •� r 2 0� �/i 9
i % 01997 CRAIG R. 'SHORT, P.E.P.E
PROPOSED SEPTIC DESIGN
FOR
H AYMARK-ET _BAN'K
PROJECT LOCATION
BAY vl�Ew 'ST -
W. YAR MOv? H MA5S.
CRAIG P SHORT
PROFESSIONAL ENGINEER
508-- P. 0. BOX 104-4
398_8311 SOUTH DENNIS, MASS. 02660
DAZE 9/29 97 1
SCALE 1 » ^
JOB NO.IF
REVISED p�,Cjf g.
REVISED
SHEET OF a
sc-, J. � •� r 2 0� �/i 9
i % 01997 CRAIG R. 'SHORT, P.E.P.E