HomeMy WebLinkAbout83-1205 - Site Plan20 FT. MIN.
SOIL TEST TOP OF FOUND.
EL = IU I. S 10 FT. MIN,
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE a" SCH 40 PVC
COVERS CLEAN SAND
4-23-57 4=23-8? PIPE- MIN. PITCH
DATE OF TEST BATE Of .TEST DATE -0F TEST COVERS
WITNESSED BY T �' WITNESSED BY T H WITNESSED BY o : I/8 PER FT. CONCRETE
PERC. RATE `' 42 MIN./ INCH PERC. RATE 4 Z MIN./INCH PERC. RATE MIN./INCH c. 4 " CAST IRON (OR
ELEV.= 100.7 ELEV.= 967. ELEV= EQUAL) PIPE-MIN:-12"MAX -
o
PITCH 1/4" PER FT 2% MIN
2•-O..
7_c?I.S.JC,S01L TOP s SOCSOIC
b : -LEVEL
A. EL -97.7 36 �EL�93.2 o FLOW LIN11 -E--\ °..
0
01
EL= C�c1.0 10 -
CLEFlN Mcp - FIN6 tLEtiN htED -FINE aq_jMIN. EL= =15.� a c 2 EL = "El
Z
SAND >r. t0 E1- EL= 9P 7
EL = qS.o o o 0
EL= °17l
F DIST. ° 6'
1117, EL.=..87.7 .. la} G�c.H-4.2BOX- � p
b
No WATER AT IS&, EL= 69.7 NOWATER AT 1'14 EL = 8"1 Z WATER AT EL = P
1000 GAL ° n
SEPTIC PRECAST LEACHING a EL= 1.7
TANK BASIN OR EQUIV.
PROFILE OF
TESTSEWAGE DISPOSAL SYSTEM BOTTOM OF ADJUSTED LGRO NDO WATER DT BLEE ( / 8/E) EL =
NOT TO SCALE
` \ ,
FRAME & COVER SHALL BE
\ \ SET WITH MASONRY UNITS
CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
��, .nh z, f_ �_ J
F4 7�`�\ -Ver, - -- (------------------ 7 2,. LAYER OF
- -- - - i 1/8"- 1/2" WASHED
STONE
ocr
3/4% 1 1/2"
WASHED STONE
awwba -
U) W
- - - - - - -� �� -- PRECAST LEACHING
BASIN OR EQUIV
Y, I 24 DIA. COVERS p o 6
bL
va 1 ( r ��r / /�` /> PLAN VIEW /��Z' �, / �2
N \A FRAMES B. COVERS SHALL
9; _ BE SET WITH MASONRY UNITS
d 9
t --_ 4 WHICH ARE TO BE MORTARED
IN PLACE
INLET LEACHING PIT DETAIL
i--
O�M
. rOUTLET NOT TO SCALE
y_4. FLOW LINE -if /—
L_�j ]-" 7Q:. { \ q o. 2 MIN. a. REMOVEABLE COVER
OUTLET TEE OUTLET PIPES
MIN. S
\ �10 •• A REQUIRED
.A - _: PALP'14 L V_EL.LEY"
F LIQUID DEPTH TEE .DEPTH
�\ 3:nor \ n '+b �� BELOW FLOW LINE
1 ! \\ G/t? ` 6 `� .,a 0 o• 4 FT. 14 INCHES
\\\ ,y INLET
- f A L
\�\�#\ N. - —�j
LL. 1Jn Ix) \ / t^ L{ E F •s To > -c ! LIQUID 1 6 FT. 24 INCHES �' LINE 1 LOW" OUTLET
P554>^IED d \"-.--.,,,f . - 7 FT. 29 INCHES
4 Q� d
\�; 1 ` DEPTH 8 FT. 34 INCHES ' f' 2„ 6
INLET TEE PROVIDED
PER SECTION 15.10.2
_l I " \ , i� :' .�. .. ° TITLE 5
' o r\ LOT 2.S 1
13,E ly �; �` /n,eoo --r±N0. OF OUTLETS
CROSS SECTION VIEW
(^ SEPTIC TANK DETAIL DIST. BOX DETAIL
- -\
tV f NOT TO SCALE
NOT TO SCALE
F_ [,J � „d \ — — — •— _int/' -
vC
IFf D -a Fl: am
`Ick j DESIGN CALCULATIONS T�FrF �� rY ELL
�- F, HAY3L•LE5 ,{-TALL, rC STAKc`_D Pi'VOR Tp ANI?
NUMBER OF BEDROOMS Stif'u_ -EN!L A'.L CISrVQCEI3 P2,AS APE -
2 Ev EC p,TF.Tr D. .
/O s GARBAGE DISPOSAL UNIT NCS
TOTAL ESTIMATED FLOW
( Ito GAL/BR./DAY x BR.) GAL./DAY
REQUIRED SEPTIC TANK CAPACITY 4q S_ GAL.
cn.a ACTUAL SIZE OF SEPTIC TANK 1000 GAL.
t 8.Z g6.rs- LEACHING AREA REQUIREMENTS
i
ttvii 11111 SIDEWALL AREA GAL./S.F. ` -� ,
—{� BOTTOM AREA ' GAL./S.F. \
�z f LEACHING CAPACITY ( BOTTOM SIDEWALL) 48f GAL. F!cF'Ka `j< ' `' P
P
- x 4.5X4.5 Y1.0 + 3. 14 Y 9 x /l. �r ? t 1
'H-
3.14 s I
{_ f:#i__� . - £ 3. u� -r / 65 6 r F. S v i Or+a9eN )
Z/Z7.li S e 27 (i<, RESERVE LEACHING CAPACITY 4` GAL.
q nr zF .ter
t..7=pip I -...FORM 11/6/ 65
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LOCUS utu�Ys`
3 RAY
r
n_ pShiANS
r
r - TEt 4AGE \
,J
`6` r
QD. c
LOCATION MAP
LEGEND;
EXISTINGI SPOT. ELEVATION 00,0
EXISTING CONTOUR - - --00- - - - - - -
FINAL SPOT ELEVATION [g�Q
FINAL CONTOUR--�_C�----
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT ¢'
TOWN WATER —W--- W
.CATCH BASIN
GENERAL NOTES:
I. ALL WORKMANSHIP -AND MATERIALS SHALL
CONFORM TO D.E.Q E. TITLE 5 AND THE
TOWN OF Y0I\t't400LH RULES R REGULATIONS -
FOR THE SUBSURFACE DISPOSAL ' OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
'BROUGHT .TO WITHIN 12'f OF FINISHED .GRADE
3.EXISTING AND FINAL GRADES SHALL- REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY THIS
OFFICE AS TO COMPLIANCE WITH TOWN,
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID ONLY. IF IT 1S STAMPED
AND SIGNED IN' RED. THIS OFFICE ASSUMES
NO RESPONSIBILITY FOR INFORMATION .CONTAINED
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6.ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
IO FT. OF DRIVES OR PARKING AREAS. :' H-20 `
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS
MIN.FRONT SETBACK ,Do
MIN. REAR SETBACK
MIN. SIDE SETBACK
APPROVED; BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION: LOT Z_S
NAYFLOI,VC1 TEEZACE Y^12m,)Ul`H, MA_
APPLICANT; -
DGVEL L Cr)nl0r)'�UC7-/
;.
R J. 0NEA RV V, SNC:
Reg. Land Surveyors - Reg • Sanitor/ans
35 ROUTE /34 - UNIT 2 - R. O. BOX L-37 -
SOUTH DENNIS, -'MA.
4 '
-
x
9 9 -now
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REVISIONS '!0•/2.87:
SCALE:
DATES ...._ 14 -137
DR. .BY:yFp6 -
APPD. BY: r
JOB NO.:
3Ebl
SHEET 1 OF
t..7=pip I -...FORM 11/6/ 65
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