HomeMy WebLinkAbout83- 752 - Site PlanSOIL TEST 20 FT. MIN. iOMPOND7HEWS '
TOP OF FOUND.
EL = 114.0 10 FT. MIN: --
OBSERVATION HOLEI OBSERVATION HOLE 2 OBSERVATION HOLE 3 OBSERVATION HOLE 4 conlcRErE °^
DATE OF TEST 12-11-86 DATE OF TEST 12-11-86 DATE OF TEST 12-11-86 DATE OF TEST 12-0 4„ SCH 40 PVC -86 COVERS CLEAN SAND
WITNESSED BY TERRY HAYES WITNESSED BY TERRY HAYES WITNESSED BY TERRY HAYS WITNESSED BY TERRY HAYES PIPE- MIN. PITCH
° I/8" PER FT. CONCRETE LOCUS
PERC. RATE <2 MIN./ INCH PERC: RATE <2 MIN./INCH PERC. RATE <2 MIN./INCH PERC RATE <2 MIN/INCH COVERS
_ 105.1 c. 4` CAST IRON (OR „
ELEV= 118.2 ELEV.= iI3.8 ECFV= 109.0 ELEV. Z
EQUAL) PIPE- MIN. 12 MAX
0 0 0 0 ' PITCH I/4 ` PER F7
TOP AND SUBSOIL TOP AND SUBSOIL TOP AND SUBSOIL TOP AND a.: _ :o:::. d_ �2,_O„ �/ 2% MIN ;=I 6A 9
SUBSOIL i
-- 30 EL -15.7 24' 36" d FLOW LINE
eL<ms EL.1Oe.O 42.. a, -
MEDIUM SAND ELQOI.e o' EL= 112.5 10., a
_jMIN. EL= 02.0 °>;:.:�: °,: EL
78 CLEAN FINE SAND MEDIUM TO FINE SAND MEDIUM TO EL= 112.2 O"
EL -112.2 FINE SAND EL= 11'7
EL = 111.5 o a O } MARGARET -JOSEPH RD.
FINE SAND DIST. EL- IILO o a o
162" 144" 144" 144' c BOX b 6 b o
WATER AT. EL= 104.7 WATER AT EL= 101.8 WATER AT `- EL= .97.0 WATER AT EL 93.1
LOCATION MAP
1000 0
o _
_ GAL n
NO WATER ENCOUNTERED SEP T'IC PRECAST LEACHING ° EL= 105.0 LEGEND
BASIN OR EQUIV.
TANK EXISTING SPOT ELEVATION - Oop
10.0 9'
EXISTING CONTOUR - 00 - - - - - -
FINAL SPOT ELEVATION 000
FINAL CONTOUR
`�,p
PROFILE OF BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL =-93.1 SOIL. TEST LOCATION
BASS RIVER ROD AND GUN CLUB
SEWAGE DISPOSAL SYSTEM STEM ADJUSTED GROUND WATER TABLE ( / / ) EL = TELEPHONE POLE, 4
NOT TO SCALE
HYDRANT „.
TOWN WATER -W--- W
CATCH BASIN
8 _g FRAME a COVER SHALL BE
"�. SET WITH MASONRY UNITS
_ CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
112 +
\ 114 ' L=J -----------
IOB ; no - - - - - - - GENERAL NOTES
104 4 \ \\ 116 118 120 + 2" LAYER OF I. ALL WORKMANSHIP AND MATERIALS SHALL
n � � I � , I/8'- 1/2 WASHED
\02 \ \ 106 ' \ ` :.... taro / ! I I ° e .; STONE TO D.E.Q.E. ' TITLE 5 AND THE
�\ \ �....:.. CO�FORMO
'arra•.- .-,...
-100 -� ._ � ` -, � I � �- � n TOWN F -YARMOUTH RULES B REGULATIONS
...., _ -e
_. / \ r 99.4i� f
r ,
395.66 1 5 109 O `� �� / -�I i�
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
I
1\ f/0 ®1 \` 4`-10" - a O G o 2.ALL COVERS TO SANITARY UNITS SHALL BE
\ , fl4 \ 11 8 y /� 1 ; = BROUGHT TO WITHIN I2" OF FINISHED GRADE
a 3.EXISTING AND FINAL GRADES SHALL REMAIN
/ 11862, t 1 l] .x 3/4"- I I S ESSENTIALLY THE SAME
,+lo•>tir�` >ql I 1 IL > o WASHED STONE
EXP
Wa- c 4.NO DETERMINATION HAS BEEN MADE BY THIS
\ T` -:.R t_ i _�_ - - - - - - - - - - - - - - - -� ° �� PRECAST LEACHING OFFICE AS TO COMPLIANCE WITH TOWN
Ox, 4 p w o BASIN OR EQUIV ZONING REGULATIONS. OWNER / APPLICANT IS
6 TO OBTAIN UCH
--------- - _� \ i,d
�� .- `. ` }- u,o, /..i � ir'r ._t7• � COVERS 0 6 APPROPRIATES AUTHORITY.M' •
y �`ti
o NATION FROM.,
r L t - \ \ t 1 to 1000 SA ;, "'ti;_ -. ,. 24 DIA. 5. THIS PLAN. IS VALID ONLY IF 17 15 STAMPED
, .� -�ArxcL�i� PLAN VIEW 6 2 AND SIGNED 1
O� 2• N RED. THIS OFFICE , ASSUMES
R.fM'l
FRAMES 8, COVERS SHALL 10• �j ON COPIES WHICH DO NOT - HAVE ORIGINAL
NO RESPONSIBILITY FOR INFORMATION CONTAINED
\ \ 4.- \ \ - \ • ' :,BE SET WITH MASONRY UNITS
STAMPS AND SIGNATURES
WHICH ARE TO BE MORTARED
6.ALL COMPONENTS OF THE. SANITARY SYSTEM
1 , 4+ BDRM1N PLACE SHALL BE CAPABLE OF WITHSTANDING `H-10
I��/ ! LEACHING PIT DETAIL LOADING UNLESSTHEY ARE UNDER ORWITHIN
46 : „Z .INLET. r' OUTLET NOT TO SCALE 10 FT. OF. DRIVES OR PARKING AREAS. H-20
FLOW LINE LOADING SHALL BE USED UNDER OR WITHIN
Lf_1N -� -REMOVEABLE COVER 10 FT OF DRIVES OR PARKING AREAS OUTLET TEE ourLET PIPES
3,.d\\ ek;HAYBA_�.. LIQUID DEPTH TEE .DEPTH AS REQUIRED
I : ov, N , e , i '" I`a wg BELOW FLOW LINE
�, LAND AREA \ '% - I I' / c• 5'-4' 4 FT. 14 INCHES °' MIN. FRONT SETBACK 30
N �! UPLAND 86,690 S.F.! °�ao �` r• \ 4 Oa•/
INLET
LOWLAND = 67000 S.F.S �� , - ---A P 4 FT, MIN. 5 FT 19 INCHES _� i FLOW °'. OUTLET MIN REAR SETBACK 20
f , , TOTAL: 153,690 S.F�i kes dor p Tt \ �/, 4�ili LIQUID 6 F T. 24 INCHES U }' ALINE 1 -q MIN. SIDE SETBACK 15
WALL . \ \ c Sl 7 FT. 29 INCHES
DEPTH g F7 34 INC HES ° ( 2° 6' ° APPROVED BOARD OF HEALTH
DATE AGENT
INLET TEE PROVIDED
AOnos` \ ` ' PER SECTION 15.10.2 PROJECT LOCATION
6
' AVG. EL. OF BOG z 94.6' o° LI +o
t \ 1 M1. N0. OF OUTLETS 3
%I f GROSS SECTION VIEW RTE. 6A YARMOUTH, MA
APPLICANT. ..
DIST BOX DETAIL
t; J SEPTIC TANK DETAIL
+ £" NOT TO SCALE
BARBARA LAFRANCHISE
, NOT TO SCALE
�; �,�.r.�---- loz. �• I 'µ.Ne'
IN STONE SET 497.73
- " ```^, ¢ DB• iN S*r6N£ 7. HAYBALES SHALL BE STAKED PRIOR TO EXCAVATION
A le -
Reg. Land Surveyors - Reg. Sal0drions
AND SHALL REMAIN UNTIL REVEGETATION. S
DESIGN CALCULATIONS S. GUTTERS SHALL FLOW TO DOWNSPOUTS; THEN TD 35 ROUTE - /34 - UNIT Z P. O. BOX 237
ROUTE CA - DRYWELLS.
--.. ^ - ._
:. -- . 4 SOUTH DENNIS MA.
O: (SHEET i0)
• lag5 L NUMBER OF .BEDROOMS
' ._ -- -"
AEm_TOP OF M.H.B.-EL. : 100.0' GARBAGE DISPOSAL UNIT NO
(ASSUMED DATUM) -' TOTAL ESTIMATED FLOW
_ - ( 110 GAL/BR./DAYx-4 BR.) 440 GAL./ DAY v 9
- REQUIRED SEPTIC TANK CAPACITY 660 GAL.
ACTUAL SIZE OF SEPTIC TANK 1000
GAL.
1977
BREAKOUT CALCS• LEACHING AREA REQUIREMENTS
6140:150: 22.5 < 66 SIDEWALL AREA 2.5 GAL./S.F. =
NO BREAKOUT BOTTOM AREA 1.0 GAL./S. F.
s��,,P �,LEA�,
M SIDEWALL) 549.7 GAL. REVISIONS ".219167 �L�G
(3.14Cx 12.5 x 6NG APA0) .Y 314 O Loo 5 x 5) a<< ti., i u=
( .,.. ..._.... SCALE: - DATES:
549
RESERVE LEACHING CAPACITY ,7 GAL.
WCr,,o^.O RKtta V+ L`=4b 1-21-87
JAW
R 8Y : - APPD, BY:
O NSArm -A Av
-
£ ; v
l;JOB/.NO:
anc,ip 3520 SHEET OF 1
i
�/.. Gns?rFSrr<.`ri^Snl FORM 11/6/85