HomeMy WebLinkAbout32 Sachem Path - Septic Designa
TOP OF FOUNDATION
ELEV. _ 100.0
(ASSUMED)
em
PLUMBING
TO BE RAISED
AND RE -PIPED BY
LICETISED PLUMBER
AS NEEDED
A
EM
4" SCHEDULE 40 PVC PIPE
20 FT. MINIMJM FROM CELLAR MIN. PITCH 1/13" PER FT. CLEAT SAND 2" LAYER OF
10 FT. MINIMUM FROPI.SLAB OR CRAWL SPACE 1/8
1" TO 1/2"
0 FT. MINIMUM 2- PRESSURE PIPE WASHED STONE
150 PSI MINIMUM ELEV. = 107.43 MA 99.43 MIN. VENT PUMP SWITCHES DETAIL
CONCRE ° _98.25
COVERS 3' MAX. z 1 CU. FT. OF
988E (. EL 98.4 ' ANNCHORTE
11
4" CAST IRON PIPE
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
e o
A
LOAMY SAND
10YR5/2
NO
UNSUITABLE1
33'
B
(OR EQUAL) MINIMUM
10YR5/6
NO
ELEV. 95-851
50
Cl
2'0"
LEVEL
10YR7/6
NO
-
,_ _
- 1D� e
ELEV. = 83.10
t0YR6/6
NO
06'
C3
PITCH i/4" PER FL
L Al
J c
ELEV. = 6" SUMP ELEV._
98_30 _
,
_
EV: = 93 87 ALARM ON
FLOW
LINE
-gam- �p 1
DIS IION
ELEV.
4 HIGH CAFI�ACITY
INFILTRATORS
a
1
-ELEV. 98- _
10"
MIN.
iRIBU
�/
3/8" DRILL BOX
_ 7,93_
WITH STONE IN AN
i
4•
LEV. =93.42. PUMP ON
14
GAS
HOLE
11' X 38' X 1�' TRENCH FORMATION
�
WELL MIW29
ELEV. 98 73 -
£LEV. _
BAFFLE
98_50_
_
a
TO BE WATER TESTED
( TO BE PLACED ON FIRM BASE)
1n
ZONE A
INDEX 9.6
ELEV. = 93.08 PUMP OFF
-1- r
SOIL
BSORPTION
__
L
3/4" TO
1 1/2"
ADJUST 2.82
10'
ELEV. =
o
CHECK WASHED
STONE�
SYSTEM (SAS)
1 3
DATE OF SOIL TEST /27102
SOIL TEST DONE BY CRAIG R. SHOR�P. -
WITNESSED BY-.LNN.MS)1JSEEPL_
OBSERVATION HOLE 1 ELEV.=- 9e a
ororni ennui PATP < 2 MIN./INCH AT 1Z-§4 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
6'
A
LOAMY SAND
10YR5/2
NO
UNSUITABLE1
33'
B
LOAMY SAND
10YR5/6
NO
ELEV. 95-851
50
Cl
Fl
SAND
10YR7/6
NO
58'
C2
gMEDIUTA
kAGRAVEL
t0YR6/6
NO
06'
C3
FINE SAND
10YR8/4
NO
OUTLET 9_Z93 L VALVE
(TO BE PLACE ON FIRM PZ( F) �V��� WATER ENCOUNTERED AT 6-8 ELEV. _ �1$_
14 INCHES ��J,pryf-st- MYERS MHV 4 OR 5
19 INCHES 1500 GALL UMP USGS PROBABLE WATER TABLE ELEV. - 931
24 INCHES (OR EQUAL) OBSERVED WATER TABLE (03 / 27 /02 ) ELEV. _- (94.4 MAX.)
29 INCHES SEPTI TANK
34 INCHES CHAMBER BOTTOM OF TEST HOLE ELEV. =a _ _.._LEGEND: DESIGN CALCULATIONS 3
1000 GALLON PUMP CHAMBER CALCULATIONS: EXISTING SPOT ELEVATION 00„0 _
SEPTIC TANK NUMBER OF BEDROOMS NO _
EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT
96_25_ REQUIRED FLOW PER CYCLE .:25 X _3'x'4 = 8$,$ GAL./CYCLE FINAL SPOT ELEVATION 0 TOTAL ESTIMATED FLOW
ELEV. AT INVERT INLET VOLUME PER CYCLE 83'8 GAL/CYCLE /7.48 GAL./CU. FT. - 11.03 CU. FT./CYCLE FINAL CONTOUR ( 110 GAL/BR./DAY X �3 BR.) 9,'14_ GAL./DAY
SEWAGE DISPOSALS TEM PROFILE ELEV. AT ALARM ON 93.87 VOLUME OF WATER IN PIPE 3.14 X 0.00694 X --- FT. O.SS CU. FT. SOIL TEST LOCATION O REQUIRED SEPTIC TANK CAPACITY _15A9_ GAL.
93.4TE_ UTILITY POLE -�- 1500 GAL.
NOT TO SCALE ELEV. AT PUMP ON TOTAL MINIMUM VOLUME PER CYCLE 11.6$ CU. FT. ACTUAL SIZE OF SEPTIC TANK
ELEV. AT.PUMP OFF 92.2b_ DISCHARGE -11.58 CU. FT. / 34.67 CU.FT./FT. _ _ 0.3 FT. (1000 G.S.T.) TOWN WATER -WSW SOIL CLASSIFICATION --1--
BOTTOM OF INSIDE PUMP CHAMBER 92 00_ STORAGE CAPACfTY 0730_ GAL/DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT. 9�- FT. CATCH BASIN®j DESIGN PERCOLATION RATE <�5_ MIN./IN.
BOTTOM OF OUTSIDE PUMP CHAMBER _t27- REQUIRED x..56- PROVIDED GAS LINE EFFLUENT LOADING RATE -1.7.1._ GAL./DAY/S.F.
CLEAN OUT C� LEACHING AREA 474 SQ. FT.
CESSPOOL C.P. Q 11'(26.5'+9.5')+(26.5'+20.5')2(10/12)
LEACHING CAPACITY (AREA X RATE) _1_ GAL./DAY
474 X 0.74
BUOYANCY CALCULATIONS: RESERVE LEACHING CAPACITY ALA_ GAL./DAY
1500GALLON SEPTIC TANKH2O 1000 GALLON PUMP CHAMBERH10 x
WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED NOTES:
ES:
(94-92.25)(10.5X5.67)(64LBS/CF) 688 LBS. 5255 LBS.
(94-92x8 8x4.83)(84) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
WEIGHT OF TANK PER MANUFACTURER _ 11.480 WEIGHT 00 TANK PER MANUFACTURER 8240 TITLE 5 AND THE TOWN RULES AND REGULATONS FOR HE SUBSURFACE
EXCESS WEIGHT TO OFFSET FLOTATION 4,812 EXCESS WEIGHT TO OFFSET FLOTATION 2985 2 AISPLL oOVERSSALF 0 SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF HE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
VEN nTLE b & mil B.O.H. VAMANCM PEOUFS1
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
DC MORTARED iiv PLi+i.c.•
0 SECTION 15.103 (3)(8) USE OF USGS FOR MAX. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
• N0� GROUNDWATER. 2.6 REQUIRED DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 1S TO
SEE 65 A 1.3' VARIANCE REQUESTED. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
i N N SECTION 15212(8) DISTANCE BETWEEN BOTTOM 6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
OF S.A.S. &GROUND WATER 5' REQUIRED. IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
A 1.0' VARIANCE REQUESTED. PRIOR TO COMMENCING WORK ON SITE. !
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS COMMENCING ON ITE. ANYi
T c SITE
TTTIH
O BE BROUGHT TO OR O
5 5 SE ATTTEN71ON OF OHE DESIGN ENGINEER VARIATION
IMMEDIATELY.
LO 54 PUMP 8. PARCEL IS IN FLOOD ZONE __B
AR£A�10100t Sf. BOX CHAMBER 9. LOT
IS SHOWN ON ASSESSORS MAP _?3_ AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
{ 1� FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM.
AND BE REPLACED WITH SAND AS SPECIFIED IN 31 CMR 1 255• { )
1 �MWN d A E ED 0 5. 3
t SEPTIC Jl ��� � es �• `Y-Yvh.�z.
(I.E. TITLE S) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
TANK 5� 36 a�. Y f 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND
s MN' • *�•�th OF OR REMOVED.
OgpIG 9C�rGe, •"f' f farpll 1'"" 12. SEPTIC TANK k PUMP CHAMBER TO BE WATER PROOF BY MFR (IPX).
�' o SHORT °r' >
Im
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-°,1•' X01 �' '- �'' APPROVED: BOARD OF HEALTH
`X, EXWSrNsO BE , ; y ,
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#2287
DATE
AGENT
PROPOSED SEPTIC DESIGN
FOR
JAMES MORSE
32 SACHEM PATH
VEST YARMOUTH, IHSS
CR M� SXORT, P.K
235 GREAT 80XTER44ROAD
508-
96-8311 SOUTH DENNIS, MASS. 02661
1DATE SCALE 1 " = 20'
APRIL 11, 2002
REVISED JOB NO. 12-943
LOCATION MAP REVISED I SHEET 1 OF 1
0 2002 CRAIG R. SHORT,