HomeMy WebLinkAboutEngineered Plan - Rev. 2015j Yawl . C
TOP 0- SLAD
ELEV
(ASSUMt
I
I !.
LEGEND:
01
IDUID
4 FEET
5 FEET
6 FEET
7 FEET
8 FEET
20 F` MINIMUM FROIr CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
I EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION 00.0
f FINAL CONTOUR--_ 00-
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER -W W-- -
CATCH BASIN �®)
GAS LINE G
CLEAN OUT C.O.
CESSPOOL C.P.0
I
100.0
ol�
998
01
✓� /
g8 g 0
99.4. 9.5
�
991
DRIVEWAY &
PARKING \
0
EY/ST/NG BUILDING
9 9.1 TDF=100.0 v
0
DES'GNED AS OFFICE' BUILDING �
3_500 S. F.
9.9
z 10.1
�I
C)
. 99.8
100.
99.0 X013.(3 1500 GALLON 99.6
c 99.3 (2 COMPARTMENT)
U SEPTIC TANK 99.6
I DRIVEWAY & D. 9.3
PARKING 99.2 BO
LOT At?EA
13, 496.4 f S. F, 10.0'
8.6
VENT 36. p0,
SOIL o
TEST o
8.8 -
98.7
j 15.37'
R12 ,GDdGD
mY 012015
HEALTH DEPT.
SOIL TEST
DATE OF SOIL TEST EBRUARY 4,. 2015 _
SOIL TEST DONE BY S�Ef T$_ER ENGINEERING
WITNESSED PY _�,_1/QN HONE_____
OBSERVATION HOLE 1 ELEV.=_ 98'7_
PERCOLATION RATE <2MIN./INCL-{ AT �56-__ INCHES
DEPTH JNORIZ TEXTURE COLOR MOTT. OTHER
0-11" Ap LOgMY SAND 10YR4/1 NO ROOTS
97.8
11-32 6 LOAMY SAND 10YR6/6 _ ROOTS
_ . - - ----- - -- - 96.0
32-120" C FINE SAND 2.5Y8/2
as �
WATER ENCOUNTERED AT _ 108r ELEV. _ _ 89.7
DESIGN CALCULATIONS
SQUARE FOOTAGE OF BUILDING _3500_
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
(75 GAL/1000 S.F./PAY X 3,5 11D00 $.F.) 262.5 GAC./DAY
REQUIRED FIRST COMPARTMENT CAPACITY -525M GAI.
ACTUAL FIRST COMPARTMENT CAPACITY _,195X% GAL,
REQUIRED SECOND COMPARTMENT CAPACITY 262.9 GAL.
ACTUAL SECOND COMPARTMENT' CAPACITY --509- GAL.
ACTUAL TOTAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION.
DESIGN PERCOLATION RATE S_3__ MIN./IN.
EFFLUENT LOADING RATE Q.7-4- GAL./DAY/S.F.
LEACHING AREA �97_S' SQ. FT.
(11 X36)+(47X2)(13/ 2)
LEACHING CAPACITY (AREA'X RATE) 2839 GAL./DAY
497.83 X 9.74
RESERVE LEACHING CAPACITY A4Pl GAL./DAY
NOTES:
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALE. BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-20 LOADING.
4. ANY MA50NARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE MTH
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 "PIG -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.
-- - --PARCEL 1S rN FLOOD -zONE _--�--- - --- -
9. LOT IS SHOWN. ON ASSESSORS MAP _A? __ AS PARCEL
10. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED ALONG WITH
ANY POLLUTED SOILS ENCOUNTERED.
11. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. USE OF LESS THAN FU(_L WATER TABLE ADJUSTMENT (VAR. OF 0.81').
B. NO RESERVE AREA.
Pertnit' valid for 11EPAIR OF SEPTIC sYs'1'E:m
O'NLY dale to State . and t.rical septic , variances.
hoard of Wealth ,revtew anti approval is required for
fu't6re. additions/renovations/alterations to
setV ge facilities a rndfor:structures/dwelling.
VarY ogutth Walth Deliarptrne/nt/
E L)
v -7- -
-
QIP V °a EAL.TH
DATE AGENT
SOUTH YARMOUTH, MA
0�
3 S
�0
O
O
w u =
CLEAN SAND
24" MANHOLE
S��
203, SETUCK T ROAD
508- Q. -BOX 713
SOUTH DNN SASS. 02660
COVERS
INSPECTION PORT
DATEFEB. 4, 2015
scA�E 1 » = .20'
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
�-
REV. APR. 9, 2015
�\
MIN. P!TCH 1/8" PER FT.
2" LAYER OF
LOCATION MAP
�~-
REV. MAY 6, 2015
1/8" TO 1/2"
E WASHED STONE
4" CAST IRON PIPEMA
00.07 MAX. OR F LTER FABRIC
VENT
(OR EQUAL) MINIMUM
8.57 MIN.
NOT REQUIRED
PITCH 1/4" PER FT.
FLOW
TEE
- Tz
LEVELERS
FLOW LINE
.
97.07
ELEV. = 97.50
- -
10'
7MIN.
f]]
o 0
1ELEV.
_97_00_ 2,0„
LEVEL
0
95.74
ELEV. _ _9�5
GAS
ELEV.
_ 6" SUMP
96.74_ ELEV. = _96.57_
J
- 01�
0 ELEV.
= _
2/3
BAFFLE
_
DISTRIBUTION
0 0 0 0 0 0 0 0 3.
0 ELEV.
= 95.49
---- -
OUTLET
OUTLET
ELEV. _
40 5Z_
4 HIGH CAPACITYINFILTRATORS WITH
TEE
14 INCHES
(TO BE PLACED ON FIRM BASE)
_$
TO BE WATER TESTED
IN AN
z
29 INCHES INCHES
1500 GALLON
IF MORE THAN ONE OUTLET
11� X 36� X 13� TRENCH FORMATION
.00
WELL MIW 29
29 INCHES
34 INCHES
I
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION N
ZONE A F
(2 COMPARTMENT$)
3/4" TO 1 1/2" CLEAN
SYSTEM (SAS)(H-20)
INDEX 8.0 (1/2015)
ADJUST 1.6
(H-20 & LOW PROFILE)
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE LESS 0.81' ELEV. =
90_4 _
USGS PROBABLE WATER TABLE ELEV. =
91.3
NOT TO
SCALE
OBSERVED WATER TABLE (2/4/2015) ELEV. =
ALL
COMPONENTS ARE
TO BE H-20 LOADING
BOTTOM OF TEST HOLE ELEV. =
I EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION 00.0
f FINAL CONTOUR--_ 00-
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER -W W-- -
CATCH BASIN �®)
GAS LINE G
CLEAN OUT C.O.
CESSPOOL C.P.0
I
100.0
ol�
998
01
✓� /
g8 g 0
99.4. 9.5
�
991
DRIVEWAY &
PARKING \
0
EY/ST/NG BUILDING
9 9.1 TDF=100.0 v
0
DES'GNED AS OFFICE' BUILDING �
3_500 S. F.
9.9
z 10.1
�I
C)
. 99.8
100.
99.0 X013.(3 1500 GALLON 99.6
c 99.3 (2 COMPARTMENT)
U SEPTIC TANK 99.6
I DRIVEWAY & D. 9.3
PARKING 99.2 BO
LOT At?EA
13, 496.4 f S. F, 10.0'
8.6
VENT 36. p0,
SOIL o
TEST o
8.8 -
98.7
j 15.37'
R12 ,GDdGD
mY 012015
HEALTH DEPT.
SOIL TEST
DATE OF SOIL TEST EBRUARY 4,. 2015 _
SOIL TEST DONE BY S�Ef T$_ER ENGINEERING
WITNESSED PY _�,_1/QN HONE_____
OBSERVATION HOLE 1 ELEV.=_ 98'7_
PERCOLATION RATE <2MIN./INCL-{ AT �56-__ INCHES
DEPTH JNORIZ TEXTURE COLOR MOTT. OTHER
0-11" Ap LOgMY SAND 10YR4/1 NO ROOTS
97.8
11-32 6 LOAMY SAND 10YR6/6 _ ROOTS
_ . - - ----- - -- - 96.0
32-120" C FINE SAND 2.5Y8/2
as �
WATER ENCOUNTERED AT _ 108r ELEV. _ _ 89.7
DESIGN CALCULATIONS
SQUARE FOOTAGE OF BUILDING _3500_
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
(75 GAL/1000 S.F./PAY X 3,5 11D00 $.F.) 262.5 GAC./DAY
REQUIRED FIRST COMPARTMENT CAPACITY -525M GAI.
ACTUAL FIRST COMPARTMENT CAPACITY _,195X% GAL,
REQUIRED SECOND COMPARTMENT CAPACITY 262.9 GAL.
ACTUAL SECOND COMPARTMENT' CAPACITY --509- GAL.
ACTUAL TOTAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION.
DESIGN PERCOLATION RATE S_3__ MIN./IN.
EFFLUENT LOADING RATE Q.7-4- GAL./DAY/S.F.
LEACHING AREA �97_S' SQ. FT.
(11 X36)+(47X2)(13/ 2)
LEACHING CAPACITY (AREA'X RATE) 2839 GAL./DAY
497.83 X 9.74
RESERVE LEACHING CAPACITY A4Pl GAL./DAY
NOTES:
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALE. BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-20 LOADING.
4. ANY MA50NARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE MTH
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 "PIG -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.
-- - --PARCEL 1S rN FLOOD -zONE _--�--- - --- -
9. LOT IS SHOWN. ON ASSESSORS MAP _A? __ AS PARCEL
10. EXISTING CESSPOOL IS TO BE PUMPED AND REMOVED ALONG WITH
ANY POLLUTED SOILS ENCOUNTERED.
11. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. USE OF LESS THAN FU(_L WATER TABLE ADJUSTMENT (VAR. OF 0.81').
B. NO RESERVE AREA.
Pertnit' valid for 11EPAIR OF SEPTIC sYs'1'E:m
O'NLY dale to State . and t.rical septic , variances.
hoard of Wealth ,revtew anti approval is required for
fu't6re. additions/renovations/alterations to
setV ge facilities a rndfor:structures/dwelling.
VarY ogutth Walth Deliarptrne/nt/
E L)
v -7- -
-
QIP V °a EAL.TH
DATE AGENT
C,' �58`PRO,1 75JI-00�dwg75,31-SASI.DWG 02015 SWEETSER ENGINEERING
SOUTH YARMOUTH, MA
0�
3 S
�0
O
O
w u =
PROPOSED 'SEPTIC DESIGN
FOR
DAVENPORT REALTY TRUST
`OC. 33 OLD MAIC STREET
SOUTH YARMOUTH, MASS,
S��
203, SETUCK T ROAD
508- Q. -BOX 713
SOUTH DNN SASS. 02660
DATEFEB. 4, 2015
scA�E 1 » = .20'
�-
REV. APR. 9, 2015
JOB N0. 75,31 ^00
LOCATION MAP
�~-
REV. MAY 6, 2015
(SHEET 1 OF 1
C,' �58`PRO,1 75JI-00�dwg75,31-SASI.DWG 02015 SWEETSER ENGINEERING