HomeMy WebLinkAbout26 Minden Lane Proposed Septic Design 3BEIRCHUM
TOP OF FOUNDATION
ELEV. = 100.00
(ASSUMED)
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
PLUMB
PLUMBING ELEV. _ ___ LI I
TO BE RAISED - fMIN. ELEV. _ ____ 2'0"
AND RE -PIPED BY LEVEL
LICENSED PLUMBER ELEV. _ _____ GAS ELEV. _ __6�"pSUMP ELEV.
AS NEEDED BAFFLE DISTRIBUTION fel®UTION
FPTH
LIQUID OUTLET G �/ ELEV. _
D4 FET 14EINCHES (TO BE PLACED ON FIRM BASE) TO BE WATERTESTEDTESTED
6 FEET 24 INCHES
1.500 GALLON F MORE THAN ONE OUTLET
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE)
8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN
WASHED
SEWAGE DISPOSAL SYSTEM PROFlLE FFREELOF FINES &SSIILTE
NOT TO SCALE >- —
EN HMARK
/ cew . sorest
✓AIRdY= 1W.00'
ssuxtbJ
% 8.96 .6
98.0
16x9 6 \ X10.
/ OPS X • \ \ �S2
Q X X 100.3 \ \
/ U,POLE
#10713 \
04Q
&AVA
to-
150 0' -
KELL ---
BUFFE
97.
s
LO�2
27253 S F.
LEGEND:
EXISTING SPOT ELEVATION x0.1
EXISTING CONTOUR----00--
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00 m
SOIL TEST LOCATION
UTILITY POLE cub
TOWN WATER =W W—
CATCH BASIN \❑)
GAS LINE G
CESSPOOL CP
CLEANOUT
P,
NUMFOW m
CLEAN SAND
AND SEED
2" LAYER OF
1/8 " TO 1/2"
WSHED STONEVENT
NOT REQUIRED
0 0 0
0 0 ❑0000❑❑❑❑❑❑ 0 2' o
a
0000❑❑❑❑❑❑❑ 0 0
° ° ° ° ° ELEV. _
r� 500 GALLON ORYXELLS {WTH STONE
N AN ( X X J TRENCH FORMA nON
SOIL ABSORPTION
SYSTEM SAS
I-
USGS PROBABLE WATER TABLE ELEV. _ _
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HOLE ELEV. --
1
\ 4.7
jOATy \
#8 T •992
s
vvpX;
98.5
102.4
WELL
ZONE
INDEX
ADJUST
104.4
105.7
_, 2v E'; j- 34
! —D
L
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE 1
PERCOLATION RATE _ < _2 MIN./INCH AT __ INCHF
NO WATER ENCOUNTERED AT ELEV.
OBSERVATION HOLE 2 ELEV:=
PERCOLATION RATE _ < 5MIN. /INCH AT wru�c
DEPTH HORIZ TEXTURE COLOR MOT T. OTHER
I
NO WATER ENCOUNTERED AT _._ ELEV.
DESIGN CALCULA71IONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL./BR./DAY X _ BR.) GAL./DAY
REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK _ GAL.
SOIL CLASSIFICATION j
DESIGN PERCOLATION RATE < b_LL MIN./IN.
EFFLUENT LOADING RATE 0.74_ GAL./DAY/S.F.
LEACHING AREA _- SQ T
LEACHING CAPACITY (AREA X RATE) GAL./DAY
RESERVE LEACHING CAPACITY GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN RULES AND REGULA11ONS FOR THE SUBSURFACE DISPOSAL
OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE CF
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.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 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
9. LOT IS SHOWN ON ASSESSORS MAP _L2AS PARCEL 115 _•
APPROVED: BOARD OF HEALTH
DATE
AGENT
PROPOSED SEPTIC DESIGN
FOR
aA
Wil(
low �
1gp�sq�o 10
o y�oF`y
N
PRDJ:26 MINDEN LN.(IAT 2
YARMOUTHPORT,MASS,
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638 _j�
(508) 385-2425
I SCALE 1 » = 20'
DATE
COB NO.
REVISED
7
�
LOCATION MAP
REVISED
-
7
DER
P,
NUMFOW m
CLEAN SAND
AND SEED
2" LAYER OF
1/8 " TO 1/2"
WSHED STONEVENT
NOT REQUIRED
0 0 0
0 0 ❑0000❑❑❑❑❑❑ 0 2' o
a
0000❑❑❑❑❑❑❑ 0 0
° ° ° ° ° ELEV. _
r� 500 GALLON ORYXELLS {WTH STONE
N AN ( X X J TRENCH FORMA nON
SOIL ABSORPTION
SYSTEM SAS
I-
USGS PROBABLE WATER TABLE ELEV. _ _
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HOLE ELEV. --
1
\ 4.7
jOATy \
#8 T •992
s
vvpX;
98.5
102.4
WELL
ZONE
INDEX
ADJUST
104.4
105.7
_, 2v E'; j- 34
! —D
L
SOIL TEST
DATE OF SOIL TEST
SOIL TEST DONE BY
WITNESSED BY
OBSERVATION HOLE 1
PERCOLATION RATE _ < _2 MIN./INCH AT __ INCHF
NO WATER ENCOUNTERED AT ELEV.
OBSERVATION HOLE 2 ELEV:=
PERCOLATION RATE _ < 5MIN. /INCH AT wru�c
DEPTH HORIZ TEXTURE COLOR MOT T. OTHER
I
NO WATER ENCOUNTERED AT _._ ELEV.
DESIGN CALCULA71IONS
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL./BR./DAY X _ BR.) GAL./DAY
REQUIRED SEPTIC TANK CAPACITY GAL.
ACTUAL SIZE OF SEPTIC TANK _ GAL.
SOIL CLASSIFICATION j
DESIGN PERCOLATION RATE < b_LL MIN./IN.
EFFLUENT LOADING RATE 0.74_ GAL./DAY/S.F.
LEACHING AREA _- SQ T
LEACHING CAPACITY (AREA X RATE) GAL./DAY
RESERVE LEACHING CAPACITY GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN RULES AND REGULA11ONS FOR THE SUBSURFACE DISPOSAL
OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE CF
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.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE
MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED
OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 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
9. LOT IS SHOWN ON ASSESSORS MAP _L2AS PARCEL 115 _•
APPROVED: BOARD OF HEALTH
DATE
AGENT
C: I SB I FROJ 1 2849-00 1 dwg 12649 -SAS. DWG O 2005 TADCO
Xr®
Pool?
PROPOSED SEPTIC DESIGN
FOR
aA
Wil(
low �
1gp�sq�o 10
o y�oF`y
N
PRDJ:26 MINDEN LN.(IAT 2
YARMOUTHPORT,MASS,
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638 _j�
(508) 385-2425
I SCALE 1 » = 20'
DATE
COB NO.
REVISED
LOCATION MAP
REVISED
ESHEET 1 OF 1
C: I SB I FROJ 1 2849-00 1 dwg 12649 -SAS. DWG O 2005 TADCO
Xr®
Pool?