83-1725 - Septic DesignBENCMUM
TOP OF CATCH BASIN IN STREET REV. 7.4
TEXTURE
COLOR
1/8-
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR
4" CAST (RON PIPE
(TO BE PLACED ON FIRM. BASE)
REV. .20.00
(N. G.V.D.)
10 FT. MINIMUM 10 FT. MINIMUM FROM
CONCRETE
COVERS
SLAB OR CRAWL SPACE
4' SCHEDULE 40 PVC PIPE
MIN. PITCH I/W PER FT.
CLEAN SAND
LOAM AND SEED
I
2* LAYER OF
4" PVC PIPE PAINTED
FLAT DARK GREEN OR
BROWN WITH CARBON
FILTER IS REQUIRED
DEPTH
HORIZ
TEXTURE
COLOR
1/8-
TO 1/2-
GARAGE SLAB 5'
4" CAST (RON PIPE
(TO BE PLACED ON FIRM. BASE)
hV ANT X 52 * X 21 MCIVCH FORMA 770M :-2-; WELL MI W 29
5'
13.OMAX, ASHED
STONE
AT R 11.25
(OR EQUAL) MINIMUM
ZONE --§L- 1/04
SOIL ABSORPTION INDEX .2 1
-- 14.9
--------
-
NO
MIN,
DOUBLE WASHED STONE
PITCH 1/4- PER FT.
-,8.8 (1929 N.O. VD.)
GAS VALVE ...... ...........
DRIW
7
SYSTEM (SAS) MHW REV 2.0
20.25-
ZABEL FILTER-\--
H2O
SYSTEM PROFIL
5
15-27'
A
FLOW ONE
I0YR4/2
10.00
6
3.15
REV. 15.0010"
TMIN.
CATCH BASIN ..... dfD) • ..........
0000000000❑0
UNSUITABLE
CELLAR FLOOR AT ELEV.
8 1
\ILEFI.
13-.75
NO
MATERIAL
145-12001
C
COARSE SAND
Lf'o.
VEL
C3 CI 13 0 013 0 E3 0 0 0
SECTION 15.211 DISTANCE BETWEEN S.A.S. & PROPERTY ONE
10.50. CELLAR BATH Tq
REV 14,00
GAS ELEV. -
16.20 SUMP ELEV. 10.00
1•
2 2SECTION
HAVE EJECTOR PUMP
SEWAGE.
BAFFLE
15.211 DISTANCE BETWEEN S.A.S. & LEACH BASIN
0 0 13 0 0 0 0 0 0 C3 C3
2'
PER PLUMBING CODE
FINISHED GRADE.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
A 6' + VARIANCE REQUESTED
DISTRIBUTION ELEV. A
a r3 r3 r3 o o o r3 E3 c3 0
7.0
V?P'lD
OUTLEH
OBS. WELL . I .......t
BOX 910,
10 FT. OF DRIVES OR PARKING AREAS.
0. ELEV.
4 FEET
TEE
14 INCH
(TO BE PLACED ON FIRM BASE)
TO BE WATER TESTED
H2O
276
DEPTH
HORIZ
TEXTURE
COLOR
MOTT,
OTHER
7 FEET 29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM. BASE)
hV ANT X 52 * X 21 MCIVCH FORMA 770M :-2-; WELL MI W 29
5'
(3
UNSUITABLE
0-15-
FILL
ZONE --§L- 1/04
SOIL ABSORPTION INDEX .2 1
-- 14.9
--------
-
NO
MATERIAL
DOUBLE WASHED STONE
ADJUS-72=3-
-,8.8 (1929 N.O. VD.)
GAS VALVE ...... ...........
DRIW
UNSUITABLE
SYSTEM (SAS) MHW REV 2.0
20.25-
8.4
SEWAGE ISPOSAL
SYSTEM PROFIL
MATERIAL
15-27'
A
LOAMY SAND
I0YR4/2
NO
6:57.8
vlr,
3.15
NOT TO SCALE
BOTTOM OF TEST HOLE REV. --l-0-
CATCH BASIN ..... dfD) • ..........
UNSUITABLE
27-450
8 1
LOAMY SAND
I0YR5/8
NO
MATERIAL
145-12001
C
COARSE SAND
l0YR7A I
NO
SECTION 15.211 DISTANCE BETWEEN S.A.S. & PROPERTY ONE
C)
8
5 F 19 INCHES
FEET
6 ET 24 INCHES
1500 GALLON
IF MORE THAN E OUTLET
5- 500 GALLON DRYIWLLS W7H STOVE
•
7 FEET 29 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM. BASE)
hV ANT X 52 * X 21 MCIVCH FORMA 770M :-2-; WELL MI W 29
5'
(3
8 FEET 34 INCHES
0-24-
3/4' TO 1 1/2' CLEAN
ZONE --§L- 1/04
SOIL ABSORPTION INDEX .2 1
-- 14.9
--------
-
17.0
£XS77NG SEP77C �AN rop OF EXISTING
MATERIAL
DOUBLE WASHED STONE
ADJUS-72=3-
-,8.8 (1929 N.O. VD.)
GAS VALVE ...... ...........
DRIW
FREE OF FINES & SILT
SYSTEM (SAS) MHW REV 2.0
20.25-
8.4
SEWAGE ISPOSAL
SYSTEM PROFIL
USGS PROBABLE WATER TABLE ELEV. - -I W
8.3
Dom spou
CATCH BASIN
70 DR YWfk
OBSERVED WATER TABU ( 11 /02/04) REV. - -=I.QQ-
6:57.8
vlr,
3.15
NOT TO SCALE
BOTTOM OF TEST HOLE REV. --l-0-
CATCH BASIN ..... dfD) • ..........
MATERIAL
40-510
TITLE 5 & BOH VARIANCES REQUIRED:
LOAMY SAND
3.18
NO
RESERVE LEACHING CAPACITY 444 GAL/DAY
51-12V
C
COARSE SAND
I 10YR714
NO I
SECTION 15.211 DISTANCE BETWEEN S.A.S. & PROPERTY ONE
1.
8VW-4
FINAL SPOT ELEVATION - = - - -
A 4' VARIANCE REOLIEStl)
2 2SECTION
VFGF7A7W WETLAND
SEWAGE.
FLAGPOLE ........ f ..............
15.211 DISTANCE BETWEEN S.A.S. & LEACH BASIN
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6- OF
FLAGS BY LISA
3.
FINISHED GRADE.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
A 6' + VARIANCE REQUESTED
Bvw_
HENDRICKSON
MANHOLE . ...... ....
DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN
OBS. WELL . I .......t
WETLAND comsmmw
10 FT. OF DRIVES OR PARKING AREAS.
SEWER LINE- s
4.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED
SEWER MANHOLE - 0) -vp
IN PLACE.
276
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
ioo' To BORDERING
24.8
UTILITY POLE ........ ... cZ)�
WGf'rA7FD WETLAND
29.7
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO
CALL "DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO
DEP FILE` fSE 083-1725
COMMENCING WORK ON SITE.
APPROXIMATE AREA
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE
CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE
OF SEP77C SYS7FM
BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
8.
SA. S TO 8E RE -MO IfD
9.
LOT IS SHOWN ON ASSESSORS MAP __jW_ AS PARCEL
10.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A
MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE
RETAIN WALL
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF
18.5
C)
8
WATER
SERVICE
9.4
0 16.4
HORIZ
TEXTURE
6.2
TANA
•
O
NUMBER OF BEDROOMS 4
WATER SHUT-OFF•........ * .......
(3
UNSUITABLE
0-24-
FILL
10.25 CLEAN OUT
-- 14.9
--------
-
17.0
£XS77NG SEP77C �AN rop OF EXISTING
MATERIAL
'A
-,8.8 (1929 N.O. VD.)
GAS VALVE ...... ...........
DRIW
AY
9.8
20.25-
8.4
A.
BENCHMARK
CONNECT
8.3
Dom spou
CATCH BASIN
70 DR YWfk
4.55
6:57.8
vlr,
w
CATCH BASIN ..... dfD) • ..........
MATERIAL
40-510
S.
LOAMY SAND
9.
NO
WATER
SERVICE
9.4
0 16.4
HORIZ
TEXTURE
6.2
TANA
DECK
12.
20.25' la.0-
NUMBER OF BEDROOMS 4
WATER SHUT-OFF•........ * .......
CLEAN OUT
UNSUITABLE
0-24-
FILL
10.25 CLEAN OUT
-- 14.9
--------
-
17.0
£XS77NG SEP77C �AN rop OF EXISTING
MATERIAL
Tg"r Rlrjyowlv f 10UNDA 7701V ELEV 17. 0
-,8.8 (1929 N.O. VD.)
GAS VALVE ...... ...........
M BE REMOVED
UNSUITABLE
9.8
20.25-
8.4
1OYR4/2
1.7,
CONNECT
8.3
Dom spou
• DECK PROPOSED
70 DR YWfk
8
DWEUJVG
6:57.8
vlr,
STAKED FIL 71rfi` F418RIC
FOR EROSION CONTROL
AND WORK LIMIT
74 4.0
4'
7
12' DIA DR YKE4 a 3.0
a 6.6
I )O I 1 g.'\
17 600 t .SF.
5.5
9.4
12 HDPE DRAIN PIPE
a 3.2 1.5 2.4
1.4
1.7 FOLLINS POND
7.3 JErlOFF BASS RIVER
.0
-50e 40 FLOOD
Ik 1.6 C86
Ai
FLQooD SITE PLAN
1.6 1
2- 1 0 0 to 20
SCALE I INCH = 20 FEET
DEPTH
HORIZ
TEXTURE
6.2
I MOTT.
DECK
Tom WATER -w -w -w
NUMBER OF BEDROOMS 4
WATER SHUT-OFF•........ * .......
UNSUITABLE
0-24-
FILL
TOTAL ESTIMATED FLOW I
GAS ONE- "s - "s - am -
LAWN ANCA T.
MATERIAL
GAS METER • ........ gj ...........
REQUIRED SEPTIC TANK CAPACITY 1500 GAL MIN.
GAS VALVE ...... ...........
UNSUITABLE
24-400
2 5.4
LOAMY SAND
1OYR4/2
NO
MATERIAL
ELECTRIC 60X• • • • • M) ...........
EFFLUENT LOADING RATE 074 GAL/DAY/S.F.
4.
4.5
7'X52' + llffte
CATCH BASIN ..... dfD) • ..........
74 4.0
4'
7
12' DIA DR YKE4 a 3.0
a 6.6
I )O I 1 g.'\
17 600 t .SF.
5.5
9.4
12 HDPE DRAIN PIPE
a 3.2 1.5 2.4
1.4
1.7 FOLLINS POND
7.3 JErlOFF BASS RIVER
.0
-50e 40 FLOOD
Ik 1.6 C86
Ai
FLQooD SITE PLAN
1.6 1
2- 1 0 0 to 20
SCALE I INCH = 20 FEET
DEPTH
HORIZ
TEXTURE
COLOR
I MOTT.
OTHER
Tom WATER -w -w -w
NUMBER OF BEDROOMS 4
WATER SHUT-OFF•........ * .......
UNSUITABLE
0-24-
FILL
TOTAL ESTIMATED FLOW I
GAS ONE- "s - "s - am -
NO
MATERIAL
GAS METER • ........ gj ...........
REQUIRED SEPTIC TANK CAPACITY 1500 GAL MIN.
GAS VALVE ...... ...........
UNSUITABLE
24-400
A
LOAMY SAND
1OYR4/2
NO
MATERIAL
ELECTRIC 60X• • • • • M) ...........
EFFLUENT LOADING RATE 074 GAL/DAY/S.F.
ELECTRIC MANHOLE ...... 0 .......
UNSUITABLE
7'X52' + llffte
CATCH BASIN ..... dfD) • ..........
MATERIAL
40-510
8
LOAMY SAND
10YR6/8
NO
RESERVE LEACHING CAPACITY 444 GAL/DAY
51-12V
C
COARSE SAND
I 10YR714
NO I
EXISTING CONTOUR -(O.0)-
WATER ENCOUNTERED AT REV.
WATER ENCOUNTERED AT 9' ELEV. -lin
LEGEND:
DESIGN CALCULATIONS
Tom WATER -w -w -w
NUMBER OF BEDROOMS 4
WATER SHUT-OFF•........ * .......
GARBAGE DISPOSAL UNIT NO, NOLALLOWED
WATER VALVUE ........ ...
TOTAL ESTIMATED FLOW I
GAS ONE- "s - "s - am -
(110 CAL/BR./DAY X 4 OR,) 440 GAL/DAY
GAS METER • ........ gj ...........
REQUIRED SEPTIC TANK CAPACITY 1500 GAL MIN.
GAS VALVE ...... ...........
ACTUAL SEPTIC TANK CAPACITY X1500 CAL
ELECTRIC UNE -E -E
SOIL CLASSIFICATION I
ELECTRIC METER ........ ®. ... .
DESIGN PERCOLATION RATE 5MIN./INCH
ELECTRIC 60X• • • • • M) ...........
EFFLUENT LOADING RATE 074 GAL/DAY/S.F.
ELECTRIC MANHOLE ...... 0 .......
LEACHING AREA sm So. FT.
7'X52' + llffte
CATCH BASIN ..... dfD) • ..........
LEACHING CAPACITY 444 GAL/DAY
CESSPOOL ..... ...... : ...... S. -I
600 X 0.74
LEACH PIT . ..... . & ..........
RESERVE LEACHING CAPACITY 444 GAL/DAY
CLEANOUT. ........ ... --e`C.O.- - -
NO TES.
EXISTING SPOT ELEVATION... x O.a-
EXISTING CONTOUR -(O.0)-
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND
FINAL SPOT ELEVATION - = - - -
THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF
FINAL CONlTOUR------MnM-
SEWAGE.
FLAGPOLE ........ f ..............
2.
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6- OF
HYDRANT-
3.
FINISHED GRADE.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
LIGHTPOST
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF
MANHOLE . ...... ....
DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN
OBS. WELL . I .......t
10 FT. OF DRIVES OR PARKING AREAS.
SEWER LINE- s
4.
ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED
SEWER MANHOLE - 0) -vp
IN PLACE.
SOIL TEST LOCATION ....
5.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
TELEPHONE BOX, - - - C3
ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH
UTILITY POLE ........ ... cZ)�
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
DEP FILE` fSE 083-1725
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 JA410_5.
9.
LOT IS SHOWN ON ASSESSORS MAP __jW_ AS PARCEL
10.
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A
MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, 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.
EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED.
12.
A ZABEL A1800 FILTER IS TO BE INSTALLED.
13.
CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND
PROPERTY LINE.
CRAIG
SHOAT 1AZ!,
APPROVED: BOARD OF HEALTH
CIVIL
No, 27483 i
J#3246 DATE AGENT
rl N
LOCUS
AW
PROPOSED SEPTIC DESIGN
FOR
ANDY BALER
LOC -48 (LOT 10) MACOMBER DR.
YARMOUTHPORT MA
CRAIG R SHORT, P. E
235 GREA T WESTERN ROAD
If, P. 0. 80Y 1044 fd
9HJ98.8.yff SOUTH DENNIS, MASS 02660 5oej98,yob
I
DATE NOV.
IR SCALE , 'e004 I I
REV. 4N. 05 00195JOB N0. 036
0 go og
LOCA TION MAP ATNE SSHEET 1 OF 1
12-1036 Baler_Rl.dw_q 02004 CRAIG R. SHORT, P.E.
Ti