HomeMy WebLinkAbout2 Morning Drive Proposed Septic Design 4'r
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BMCHMMK
TOP OF FOUNDATION
ELEV. = 102.50
(ASSUMED)
2 ABOVE HIGHT POIN-
3• 4" CAST IRON PIPE
PIITCH(/4") PERIMUFTM
30' RUN
ELEV. = _ 99.5 _
ELEV. =
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
FLOW LINE
ELEV. _ _98.50_ LEVEL
GAS V ELEV. _ �6 ]7_ 6" SUMP ELEV. 98.0 _
BAFFLE DISTRIBUTION
4 HIGH CAPACITY INFILTRA.T.:r\S WITH
ELEV. _
BOX _szea_
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEPTIC TANK (To BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
1
II
�1
LOT 6 AND L07,
COMBINED AREA
16, 0511 S.F.
MAP 42
EL 64
LC.PPLC2530J A - 96.62
i
CLEAN SAND
LOAM AND SEED
�- 2" LAYER OF
1/8" TO 1/2"
MAX WASHED STONE VENT
._\100.5 MIN. NOT REQUIRED
j SOUTH STREET
T.O.F.=100.8'
77.c
V. = _ 97.0
SOIL TEST
DATE OF SOIL TEST ViIP2_
SOIL TEST DONE BY CRAIG R_ SHORTT, E.E.
WITNESSED BY _AFdYy.41��iQNE-,____
OBSERVATION HOLE 1 ELEV.=_ 100.50 OBSERVATION HOLE 2 ELEV.=_ 100_00
PERCOLATION RATE <2_ MIN./INCH AT _ 52_6_4 INCHES PERCOLATION RATE ___<_ 2_ MIN./INCH AT __52_64 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
3"
0
LOAMY SAND
Al MIW 29
ZONE
IN 8.9 4 02
ADJUST 2.1
NO
_ _�1.L_
UTILITY POLE -O-
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( 5 / u / 02) ELEV.
_ _E9.0__
CATCH BASIN ;®j
BOTTOM OF TESD HOLE ELEV.
9'
A
LOAMY SAND
10YR4/2
NO
I•
330
B
LOAMY SAND
10YR6/8
NO
EL 97.25
33'
B
LOAMY SAND
10YR6/8
NO
EL. 97.75
150'
C
FINE SAND
2.5Y7/6
NO
WITHIN 6" OF FINISHED GRADE.
STONE IN AN
HORIZ
TEXTURE
COLOR
11' X 37• X 100 TRENCH FOR[ ATION
�
S.g•
0
SOIL ABSORPTI:N "'
SYSTEM (SAS,",
Al MIW 29
ZONE
IN 8.9 4 02
ADJUST 2.1
NO
_ _�1.L_
UTILITY POLE -O-
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( 5 / u / 02) ELEV.
_ _E9.0__
CATCH BASIN ;®j
BOTTOM OF TESD HOLE ELEV.
_ _85.5__
A
7c
WATER ENCOUNTERED AT _12'__ ELEV. = _ 8B 5
Z,,
i
GARAGE
7 pO €c
5' o
1137 P ck / DECK
i
100
0 100
C G
POIIt T ((X ,�! / DWELLING
y F; �i GARAGE
;ii SEPTIC
2 I *.1 TANK
j ti 4 r , "ti 1 21• / !; //s'it ef,��� 1
ti �R��A ����1 � �•�'rf71B. � � ISI gnc
BENCHM„R,c' t
YARM R0.1D. Ba/Np 1 �. e' h �� ��` 5 • ,. � 1 1` � <EE �' o r ' __ _ _
(� (�ssuuml �, ti1), <y j DRIVEW H 96.00,
31101 5
t,'✓ L
0.s
90,00 � � �'
� � RIVE
11 SEE NOT t,O
102 MORNING D
u. Pac plo
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
3-
0
LOAMY SAND
( 110 GAL/BR./DAY X 3 BR.) --33Q_ GAL./DAY
NO
�^/sw1r,
UTILITY POLE -O-
ACTUAL SIZE OF SEPTIC TANK 1500_ GAL.
TOWN WATER =WSW
SOIL CLASSIFICATION - _5_
CATCH BASIN ;®j
�++ r r'<
8'
A
LOAMY SAND
1OYR4/2
NO
I•
330
B
LOAMY SAND
10YR6/8
NO
EL 97.25
140"
C
FINE SAND
2.5Y7/6
NO
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE
WATER ENCOUNTERED AT __1L__ ELEV. =
LEGEND
DESIGN CALCULATIONS
EXISTING T ELEVATION 00,0
NUMBER OF 3 _
EXISTING CONTOUR ----00----
GARBAGE DISPOSAL UNIT NO
FINAL SPOT ELEVATION 00.0
TOTAL ESTIMATED FLOW
FINAL CONTOUR 00
( 110 GAL/BR./DAY X 3 BR.) --33Q_ GAL./DAY
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY 1500 GAL.
UTILITY POLE -O-
ACTUAL SIZE OF SEPTIC TANK 1500_ GAL.
TOWN WATER =WSW
SOIL CLASSIFICATION - _5_
CATCH BASIN ;®j
DESIGN PERCOLATION RATE <5__ MIN./IN.
GAS LINE
EFFLUENT LOADING RATE _4.7� GAL./DAY/S.F.
CLEAN OUT C�
LEACHING AREA _487 SQ. FT.
CESSPOOL C.P.0
(11'X37')+(96'X10/12')
LEACHING CAPACITY (AREA X RATE) _J_Q9_ GAL/DAY
CRAIG R SHORT P. E.
235 GREAT WESTERN ROAD
508- P. 0. BOX 1044
398-8311 SOUTH DENNIS, MASS. 02660
487 X 0.74
RESERVE LEACHING CAPACITY _360_ GAL./DAY
DATE MAY 13, 2002
NOTES:
SCALE 1" = 20'
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE
DISPOSAL OF SEWAGE.
JOB N0.
12-947
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
REVISED
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE 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.
REVISED
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE
a NO DcTcttmuJ„TION H..:> DQE'+ MADS AS TO COMPLIANCE `.YIT I
DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS T.0
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE _ C & B_,
9. LOT IS SHOWN ON ASSESSORS MAP ___i2__ AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND
CRAIG R. SHORT. P.E.I I
FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEt
AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3)
(I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT.
11. MINIMUM SETBACK 30i OF (84.40+62.5)/2=23'
APPROVED: BOARD OF HEALTH
DATE AGENT
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PROPOSED SEPTIC DESIGN
FOR
LINDA SETHARES
LOC. PAR. 64, MORNING DRIVE
SOUTH YARMOUTH, MASS
CRAIG R SHORT P. E.
235 GREAT WESTERN ROAD
508- P. 0. BOX 1044
398-8311 SOUTH DENNIS, MASS. 02660
DATE MAY 13, 2002
SCALE 1" = 20'
JOB N0.
12-947
REVISED
LOCATION MAP ]
REVISED
SHEET 1 OF 1
CRAIG R. SHORT. P.E.I I