HomeMy WebLinkAboutEngineered Plan - Rev. 2004TOP OF FOUNDATION
ELEV. = 100.00 - ___'
(ASSUMED)
4" SCHEDULE 40 PVC PIPE CLEAN SAND
20 FT. MINIMUM FROM CELLAR MIN. PITCH 1/8" PER FT.--\ INSPECTION PORT
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 2" LAYER OF
10 FT. MINIMUM 1/8' TO 1/2"
2" PRESSURE PIPE
150 PSI MINIMUM ELEV. WASHED STONE
VENT
CONCRETE 6" MAX.
COVERS CMOVERHOANLE
7
SOIL TEST
DATE OF SOIL TEST
7 SOIL TEST DONE BY
WITNESSED BY
2
OBSERVATION HOLE 1 ELEV.=
PERCOLATION RATE Ml
N./INCH AT INCHES
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
U�.Elo ILL. (TO BE PLACED ON FIRM BASE)
4 FEET 14 INCHES MYERS SRM 4 --t
5 FEET 19 INCHES 0.4 HIP (MAX.) WATER ENCOUNTERED AT ELEV.
6 FEET 24 INCHES /1500 GALLON 1000 6A (OR EQUAL) USGS PROBABLE WATER TABLE ELEV. =
7 FEET 29 INCHES p OBSERVED WATER TABLE ELEV. = -7
,8 FEET 34 INCHES SEPTIC TANK PUMP CONCRETE BOTTOfl OF TEST HOLE ELEV. =
z CONCRETE CHAMBER DESIGN CALCULATIONS
0
,7700 PUMP CHAMBER CALCULATIONS: NUMBER OF BEDROOMS
ELEV. AT INVERT INLET ------
GARBAGE DISPOSAL
ELEV. AT ALARM ON 9 y UNIT
ELEV. AT PUMP ON 67 REQUIRED FLOW PER CYCLE .,5 X GAL./CYCLE 03 TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM PROFILE VOLUME LE CAL/CYCLE /7.48 CA 110 GAL./BR./DAY X BR.) GAL./DAY
PER CYC L./CU FT. CU. FT./CYCLE
NOT TO SCALE ELEV. AT PUMP OFF _ff_2K_
BOTTOM OF INSIDE PUMP CHAMBER VOLUME OF WATER IN PIPE 3.14 X 0.00694 X -L>
F SEPTAC TANK -- FT. CU. FT. REQUIRED SEPTIC TANK CAPACITY GAL.
CAPACITY OBOTTOM OF OUTSIDE PUMP CHAMBER
j37 TOTAL MINIMU A VOLUME PER CYCLE CU. FT, ACTUAL SIZE OF SEPTIC TANK GAL.
CU. 34.67 CU.FT.7FT, = -Ja-33-- FT. (1000 G.S.T.)
Z SOIL CLASSIFICATION
5X1 OX(5.33 ------ )X7.48 GALLONS STORAGE CAPACITY GAL./DAY /7.48 CAL./CU.FT,/3,;.67 CU.FT./FT. FT. DESIGN PERCOLATION RATE 5 MIN./IN.
REQUIRED l,_=P-R,'CVIDED
EFFLUENT LOADING RATE _Q .2-4 CAL./DAY/S.F.
-1
LEACHING AREA '247 SQ. FT.
LEACHING CAPACITY (AREA X RATE) GAL./DAY
"J
RESERVE LEACHING CAPACITY
GALJDAY
NOTES:
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.
2. ALL COVERS TO SANITARY UNITS SHALL' BE BROUGHT TO
)Qrm tl WITHIN 6* OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
lqf 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.
.ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
94
LEGEND:
EXISTING SPOT ELEVATION x0_0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER —W W�
CATCH BASIN
GAS LINEG
CESSPOOL 5'p -
CLEANOUT -'_'C. C.O.
9.26.6
97.6
97.7
8.5
97.3 71D
U
73
C__
98.7
96.2 k3
98.1: 6.9
96.1
96.0
--BE-MORTARED IN -P -L -A -CE.- ----
PROPOSED SEPTIC W R_ EE
FOR
-c
AUG 1 9 2004
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
PROJ:
VJ
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
v
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
6
MAX- 6 MA
_1 T
ALE 1 it I
20
22
0 0
W
10 -
REVISED
_RE�
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
PITCH 1/4- PER FT.
8. PARCEL IS IN FLOOD ZONE
LOCATION MAP I
9. LOT IS SHOWN ON ASSESSORS MAP --13-0 AS PARCEL 25
L VEL
c'
%
/4;
BEL A1800 FILTEREL
V 6" SUMP ELEV.=��_l
�
V.
ELEV.
FLOW LINE
o"
APPROVED. BOARD OF HEALTH
__DrSTRIBUTION ELEV.,,
ELEV.
i
MIN.
--I �'i' -, 1
3/8- DRILL BOX
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
GAS
BAF.F�.'E
H OLE
TO BE WATER TESTED
*x ox �!D TRENCH FORMATION
f4
I 4.
WELL rl�% �\,'
ELEV.
ELEV.
(TO BE PLACED ON FIRM BASE)
1/2-
SOIL ABSORPTION
ZONE
INDEX
LIQUID OUTLET
2 .4�1>
v
CHECK 3/4- TO 1
VALVE WASHED STONE
SYSTEM (SAS)
ADJUST
SOIL TEST
DATE OF SOIL TEST
7 SOIL TEST DONE BY
WITNESSED BY
2
OBSERVATION HOLE 1 ELEV.=
PERCOLATION RATE Ml
N./INCH AT INCHES
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
U�.Elo ILL. (TO BE PLACED ON FIRM BASE)
4 FEET 14 INCHES MYERS SRM 4 --t
5 FEET 19 INCHES 0.4 HIP (MAX.) WATER ENCOUNTERED AT ELEV.
6 FEET 24 INCHES /1500 GALLON 1000 6A (OR EQUAL) USGS PROBABLE WATER TABLE ELEV. =
7 FEET 29 INCHES p OBSERVED WATER TABLE ELEV. = -7
,8 FEET 34 INCHES SEPTIC TANK PUMP CONCRETE BOTTOfl OF TEST HOLE ELEV. =
z CONCRETE CHAMBER DESIGN CALCULATIONS
0
,7700 PUMP CHAMBER CALCULATIONS: NUMBER OF BEDROOMS
ELEV. AT INVERT INLET ------
GARBAGE DISPOSAL
ELEV. AT ALARM ON 9 y UNIT
ELEV. AT PUMP ON 67 REQUIRED FLOW PER CYCLE .,5 X GAL./CYCLE 03 TOTAL ESTIMATED FLOW
SEWAGE DISPOSAL SYSTEM PROFILE VOLUME LE CAL/CYCLE /7.48 CA 110 GAL./BR./DAY X BR.) GAL./DAY
PER CYC L./CU FT. CU. FT./CYCLE
NOT TO SCALE ELEV. AT PUMP OFF _ff_2K_
BOTTOM OF INSIDE PUMP CHAMBER VOLUME OF WATER IN PIPE 3.14 X 0.00694 X -L>
F SEPTAC TANK -- FT. CU. FT. REQUIRED SEPTIC TANK CAPACITY GAL.
CAPACITY OBOTTOM OF OUTSIDE PUMP CHAMBER
j37 TOTAL MINIMU A VOLUME PER CYCLE CU. FT, ACTUAL SIZE OF SEPTIC TANK GAL.
CU. 34.67 CU.FT.7FT, = -Ja-33-- FT. (1000 G.S.T.)
Z SOIL CLASSIFICATION
5X1 OX(5.33 ------ )X7.48 GALLONS STORAGE CAPACITY GAL./DAY /7.48 CAL./CU.FT,/3,;.67 CU.FT./FT. FT. DESIGN PERCOLATION RATE 5 MIN./IN.
REQUIRED l,_=P-R,'CVIDED
EFFLUENT LOADING RATE _Q .2-4 CAL./DAY/S.F.
-1
LEACHING AREA '247 SQ. FT.
LEACHING CAPACITY (AREA X RATE) GAL./DAY
"J
RESERVE LEACHING CAPACITY
GALJDAY
NOTES:
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.
2. ALL COVERS TO SANITARY UNITS SHALL' BE BROUGHT TO
)Qrm tl WITHIN 6* OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
lqf 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.
.ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
94
LEGEND:
EXISTING SPOT ELEVATION x0_0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER —W W�
CATCH BASIN
GAS LINEG
CESSPOOL 5'p -
CLEANOUT -'_'C. C.O.
9.26.6
97.6
97.7
8.5
97.3 71D
U
73
C__
98.7
96.2 k3
98.1: 6.9
96.1
96.0
C.'
'�-00,dwg\-scs'.D WG 0 T.A. DUM�ASj
--BE-MORTARED IN -P -L -A -CE.- ----
PROPOSED SEPTIC W R_ EE
FOR
-c
AUG 1 9 2004
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
PROJ:
VJ
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. !
ALE 1 it I
20
7. -CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIA11ON
REVISED
_RE�
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE
LOCATION MAP I
9. LOT IS SHOWN ON ASSESSORS MAP --13-0 AS PARCEL 25
SHEET 1 OF
%
/4;
APPROVED. BOARD OF HEALTH
DATE AGENT
C.'
'�-00,dwg\-scs'.D WG 0 T.A. DUM�ASj
WEST YARMOUTH,M
rcg
LOCU
Nt 14 73
1� ul m
Z3 ->
o c' '�I'
rz wk
sk,
PROPOSED SEPTIC W R_ EE
FOR
-c
AUG 1 9 2004
PROJ:
VJ
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
(508) 385-2425
DATE
ALE 1 it I
20
REVISED
_RE�
JOB NO.
LOCATION MAP I
I REVISED � j
SHEET 1 OF
C.'
'�-00,dwg\-scs'.D WG 0 T.A. DUM�ASj