HomeMy WebLinkAboutApp# 9-A006w
X 8 VUDSKIRT & DRIPCAP
ASPFRLI. OR F.G, ROOF SHIKnL S
NO
NNEN
1000 NONE
M
mill
I Mal Now
0 mom 0
1 w
i
Z. I a I . I , I , I 'a, z
I WIN
! 0 so
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HANDRAIL & BALLUSTER STYLE MAY VARY
FRONT ELEVATION
LA- --
Mom
Cl,
0-
z
BY CONTRACTOR C PME OF CONSTRUCTION
LS W ><
a
C-4
p,
,•l
X 4&
I
X 5 C(
X 8 VUDSKIRT & DRIPCAP
ASPFRLI. OR F.G, ROOF SHIKnL S
NO
NNEN
1000 NONE
M
mill
I Mal Now
0 mom 0
1 w
i
Z. I a I . I , I , I 'a, z
I WIN
! 0 so
.......... IlLmrplmllli0 lvm
HANDRAIL & BALLUSTER STYLE MAY VARY
FRONT ELEVATION
LA- --
Mom
Cl,
0-
z
BY CONTRACTOR C PME OF CONSTRUCTION
LS W ><
a
C-4
p,
C�,
-01
j
c
IT -
co
ce
co
0
Q=
Q
YY
c�
El
1 -T-
X 8 VUDSKIRT & DRIPCAP
ASPFRLI. OR F.G, ROOF SHIKnL S
NO
NNEN
1000 NONE
M
mill
I Mal Now
0 mom 0
1 w
i
Z. I a I . I , I , I 'a, z
I WIN
! 0 so
.......... IlLmrplmllli0 lvm
HANDRAIL & BALLUSTER STYLE MAY VARY
FRONT ELEVATION
LA- --
Mom
Cl,
0-
z
BY CONTRACTOR C PME OF CONSTRUCTION
LS W ><
a
C-4
p,
REAR ELEVATION
-01
j
c
co
X
co
ce
co
0
1 �
RECEIVED
DEC 2 3 2008
YARMOUTH
OLD KING'S HIGHWAY
Lu
BY CONTRACTOR C PME OF CONSTRUCTION
IC(:)
REAR ELEVATION
-01
j
c
co
ce
0
Q=
Q
YY
c�
1 �
RECEIVED
DEC 2 3 2008
YARMOUTH
OLD KING'S HIGHWAY
�\ DECK STYLE TO BE DETERMINED
BY CONTRACTOR C PME OF CONSTRUCTION
REAR ELEVATION
-01
j
1 -T-
1 �
RECEIVED
DEC 2 3 2008
YARMOUTH
OLD KING'S HIGHWAY
w
r
CK CSN^�Eltj
CID
0
0
O_
Q Z X X
D X X
W o X X
_j
m X X
W
Im
_.LU
i.
L
1p x
�+ tgng�e
N
CID
0
0
O_
Q Z X X
D X X
W o X X
_j
m X X
W
Im
�+ tgng�e
N
ME
m X X
W
Im
ME
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
3
COVERS
COVERS
- - -
INSPECTION PORT
OTHER
( 110 GAL./M/bAY X 3 BR.)
_330_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
1500 GAL.
SOL CLASSIFICATION
I
DESIGN PERCOLATION RATE
MIN. PITCH 1/8" PER FT.
2" LAYER OF
__0,$§_ GAL./DAY/S.F.
LEACHING AREA
525.00 SO. FT.
(11X40)F(59=O/12)
1OY8/1
1/8' TO 1/2'
M $Q GAL/DAY
00
4' CAST IRON PIPE
A
I MANHOLE COVER
WASHED STONE
98.0 MAX. OR FILTER FABRIC
VENT
84-144'
(OR EQUAL) MINIMUM
MEDIUM/FINE SAND
IOYR6/6
95.75 MIN.
REQUIRED
PITCH 1/4' PER FT.
IMMEDIATELY.
Z
8. PARCEL IS IN FLOOD ZONE 0
LOCATION MAP
REv.
9. LOT IS SHOWN ON ASSESSORS MAP 125 AS PARCEL 47
TEE
5
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
YARMOUTHFOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
FLOW UNE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
9500 0
11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
ELEV. = 98.0010'
T1MIN.
e o
2,0"
V, = 97.45 .. LEVEL
o 010' o
93 87
ELEV. = 97.70
A ABLE 6' SUMP ELEV, = 94.50
ELEV. = 94.87
_ ,o ELEV.
SAM
DISTRIBUTION
LIQUID
DEPTH
OUTLET
TFF
ELEV =
BOX (H-20) 94.50
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
4 FEET
14 INCHES
(TO BE PLACED ON FlRM BASE)
TO BE WATER TESTED
t0
6 FEET
1500 GALLON
IF MORE THAN ONE OUTLET
X 40' X 10' TRENCH FORMATION
7 FEET
8 FEET
24 INCHES
29 INCHES
34 INCHES
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION "
WELL N/A
3/4" 1 1/2" CLEAN
SYSTEM STEM
ZONE
INDEX
E
DOUBLE WASHED STONE
FREE OF FINES
(SAS)
ADJUST
do SILT
H-2
SEWAGE DISPOSAL
SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. _
NOT TO
SCALE
BOTTOM OF TEST HOLE ELEV. -
83.3
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
3
GARBAGE DISPOSAL UNIT
-
TOTAL ESTIMATED FLOW
OTHER
( 110 GAL./M/bAY X 3 BR.)
_330_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
-00-- GAL.
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
SOL CLASSIFICATION
I
DESIGN PERCOLATION RATE
< 8 MIN./IN.
EFFLUENT LOADING RATE
__0,$§_ GAL./DAY/S.F.
LEACHING AREA
525.00 SO. FT.
(11X40)F(59=O/12)
1OY8/1
LEACHING CAPACITY (AREA X RATE)
M $Q GAL/DAY
525.00 X 0.66
C2
RESERVE LEACHING CAPACITY
30.50 GAL./DAY
• 96.E
• 100.7
• 97.1
1
97.0
VAG'_.�.w" IOQd
1
C.O. \
- - •- 99.6
100)
�
, I ;
Cl
i
15j 9 22 1500 GALLON ` --
SEPTIC TANK � �t
R���
�'�, _!
LEGEND:
(102)
/ �/ '�'�....--.._.._.rte -_.✓ -
�✓ • 103.0
71
-(104)
/
SOIL TEST
DATE OF SOL TEST NOVEMBER 25, 2008
SOIL TEST DONE BY WETSER ENGINEERING
WITNESSED BY P. RENAUD
OBSERVA11ON HOLE 1 ELEV.- 95.3
PERCOLATION RATE < 8 MIN./INCH IN C3 HORIZON
DEPTH
HORIZ
I TEXTURE
COLOR
MOTT.
OTHER
0-9'
A -
LOAMY SAND
10YR4/1
NO
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
9-32"
8
LOAMY SAND
10YR6/6
,1�,11,
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
32-72"
C1
SANDY LOAM
1OY8/1
60-78"
C2
72-84'
C2
LOAMY SAND
10YR7/8
78-132_
C3
84-144'
C3
MEDIUM/FINE SAND
IOYR6/6
. - '
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
Ip�J Z C. L�Jy
8. PARCEL IS IN FLOOD ZONE 0
NO WATER ENCOUNTERED AT 144" ELEV. = 83.3
OBSERVATION HOLE 2 ELEV.= 94.6
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7"
A
LOAMY SAND
10YR4/1
NO
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
7-24"
24-60'
B_
Cl
LOAMY SAND
10YR6/6
,1�,11,
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
SANDY LOAM
10Y8/1
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
Si"EETS'ER EATGLlYEEMNG
203 SETUCKET ROAD
508-
SOUTH DENNIS, MASS.
385-6900 P. 0. BOX 02660
60-78"
C2
LOAMY SAND
10YR7/8
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
YARAAQ4 tH
78-132_
C3
MEDIUM/FINE SAND
10YR6/6_
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
. - '
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
NO WATER ENCOUNTERED AT 132" ELEV. = 83.8
/ 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.
--l'o0.0 2 Al COVERS TO
• 102.6
• 102.8
104.4
LOT 8
26,662 s f S. F./
• 103.0/ / / W I A Lc
EAS
wATER
l-
W
i
� W
cis
�d
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION FOOR51
FINAL CONTOUR
SANITARY UNITS SHALL BE BROUGHT TO
SOIL TEST. LOCATION
WITHIN 6' OF FINISHED GRADE.
-0-
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
•
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
GAS LINEG
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
..
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
r-
.A j R � �` -'D
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
LIF MORTARFD W PiI-Arr- _..... -
.'5.NO
DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH -
,1�,11,
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
JAN 13 LLU J
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
Si"EETS'ER EATGLlYEEMNG
203 SETUCKET ROAD
508-
SOUTH DENNIS, MASS.
385-6900 P. 0. BOX 02660
:.=6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
YARAAQ4 tH
PRIOR TO COMMENCING WORK ON SITE.
LD KING'S HIGHVI.n1
7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
R C , ;I
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
. - '
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
Ip�J Z C. L�Jy
8. PARCEL IS IN FLOOD ZONE 0
LOCATION MAP
REv.
9. LOT IS SHOWN ON ASSESSORS MAP 125 AS PARCEL 47
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
YARMOUTHFOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
OLD KING'S HIGHWAY
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
LOT 8
26,662 s f S. F./
• 103.0/ / / W I A Lc
EAS
wATER
l-
W
i
� W
cis
�d
EXISTING SPOT ELEVATION 00„0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION FOOR51
FINAL CONTOUR
00
SOIL TEST. LOCATION
UTILITY POLE
-0-
TOWN WATER -W w
CATCH BASIN®�
GAS LINEG
C.O.-
CLEAN OUT
CESSPOOL
C.P.0
a
w
ELECTRIC EASEME( o$
APPRO
re�,<fJA�j I6ATE
I
T. A.
DUMAS
No. 619
'ED: BOARD OF HEALTH
AGENT
C: 1 S8 1 PROJ 1 6800-00
6800-sas1.DA'G 0 2008
YA"OUTHPORT, MASS.
god s� LOCUS
�2 ENi i
c
l /
/
1// 9y0
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION
`°C 40 KENCOMSETT CIRCLE
LOT 8. YARMOUTH, MASS.
Si"EETS'ER EATGLlYEEMNG
203 SETUCKET ROAD
508-
SOUTH DENNIS, MASS.
385-6900 P. 0. BOX 02660
DATE
NOV 26, 2008
SCALE „
1 = 20,
REV, JAN. 9, 2009
JOB N0. 6800-O0
LOCATION MAP
REv.
SHEET 1 OF 1�
C: 1 S8 1 PROJ 1 6800-00
6800-sas1.DA'G 0 2008
TOP OF FOUNDATION
ELEV. = 102.00
4' CAST IRON PIPE
(OR EDUAL) MINIMUM
PITCH 1/4' PER FT.
ELEV. 9800
ELEV. = 97.70
DESIGN CALCULATIONS
FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
TEE
F ate/ -LLLV. _ ELEV.
BAFFLE ELEV. 94.67 6' SUMP ELEV. 94.50
DISTRIBUTION ELEV_
(TO BE PLACED ON FIRM BASE) BOX (H2O)
TO BE WATER TESTED
1500 GALLON IF MORE THAN ONE OUTLET
SEP11C TANK (TO BE PLACED ON FIRM BASE)
3/4' TO 1 1/2' CLEAN J
DOUBLE WASHED STONE
FREE OF FINES do SILT
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
NUMBER OF BEDROOMS
3
GARBAGE DISPOSAL UNIT
COLOR
TOTAL ESTIMATED FLOW
00.0
( 110 GAL/BR./DAY X _. BR.)
.-330_ GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
--NQ_ GAL.
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
SOIL CLASSIFICATION
I
DESIGN PERCOLATION RATE
<_ MIN./IN.
EFFLUENT LOADING RATE
-0&6- GAL./DAY/S.F.
LEACHING AREA
525.00 SQ. FT.
(11X40}1-(51=10/12)
10Y8/1
LEACHING CAPACITY (AREA X RATE)
346.50 GAL./DAY
525.00 X 0.66
C2
RESERVE LEACHING CAPACITY
30,50 GAL/DAY
• 97.1
• 100.7
C.O.
99.6 '
ms`s
LEGEND:
EXISTING SPOT ELEVATION
00„0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
00
SOIL TEST LOCATION
-
UTILITY POLE -0-
THE SUBSURFACE DISPOSAL OF SEWAGE.
TOWN WATER -W-
W
CATCH BASIN
10YR6/5
GAS LINE 9
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
CLEAN OUT G
Cl
CESSPOOL C.P.0
10Y8/1
�3, liyc
1500 GALLON
SEPTIC TANK
OF
c,1-
97.0
0 0
CLEAN SAND
PORT
,M AND SEED
2" LAYER OF
1/8' TO 1/2'
WASHED STONE / iU
TOR FILTER FABRIC VENT
95.75 MIN. I REQUIRED
e 10-IcI ELEV. = 93.67
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN Z
11' X 40' X 10' TRENCH FORMATION21
SOIL ABSORPTION
10.37
WELL N A
ZONE
INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. _
BOTTOM OF TEST HOLE EI EV. - 83.3
97.2 i
97.7
7� 010
/
/
(100)/ y -
atK
SOIL TEST
DATE OF SOIL TEST NOVEMBER 25. 2008
SOIL TEST DONE BY S ETSER ENGINEERING
WITNESSED BY P RENAUD
OBSERVATION HOLE 1 ELEV__ 95.3
PERCOLATION RATE < 6 MIN./INCH IN C3 HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-9'
A
LOAMY SAND
10YR4/1
NO
THE SUBSURFACE DISPOSAL OF SEWAGE.
9-32'
B
LOAMY SAND
10YR6/5
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
32-72'
Cl
SANDY LOAM
10Y8/1
- -
-- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
72-84'
C2
LOAMY SAND
10YR7/8
1 i
84-144'
C3
MEDIUM/FINE SAND
10YR6/6
-
Si EMM? ENGL�IEERD4iG
NO WATER ENCOUNTERED AT 144' - ELEV. 83.3
OBSERVATION HOLE 2 ELEV, 94.8
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7'
A
LOAMY SAND
10YR4/1
NO
THE SUBSURFACE DISPOSAL OF SEWAGE.
7-24'
B
LOAMY SAND
10YR6/6
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
24-60"
Cl
SANDY LOAM
10Y8/1
- -
-- USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
60-78'
C2
LOAMY SAND
t0YR7/8
1 i
76-132"
C3
MEDIUM/FlNE SAND
10YR6/6
-
Si EMM? ENGL�IEERD4iG
8--
�1
/
NO WATER ENCOUNTERED AT 132 ELEV. _ 83.8
'
NOTES:
PROPOSED SEPTIC DESIGN_
l
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
5A
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
X0.0
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 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.
ti
"C)�s�i
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
Loc' 40 KENCOMSETT CIRCLE
BE MORTARED IN PLACE.
S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
�\ I'Alp,Iv I 1 i - DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
102 1
IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
/
2 PRIOR TO COMMENCING WORK ON SITE.15 1„ 6. . CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
/ C r - IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
R EE IMMEDIATELY.
C
0
103.0
-(f04)
/ I h
h
B. PARCEL IS IN FLOOD ZONE 47
9. LOT IS SHOWN ON ASSESSORS MAP 125 AS PARCEL
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
• 102.6 REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
• 102.8
104.4
LOT 8
26,662.6 f S F./ y
1 '
i
RECE�
rJANJA122009 11
103.0
APPROVED: BOARD OF HEALTH
,- 1 W�
OA) � �
WADS / �ozr
i DATE AGENT
E�E�Tp
CASEMENo
/
C: 1 S8 I PROJ 1 6800-00 1 dwg 16800-sas1.DWG (9 2008 SWEETSER EA'GINEERING
YARA OUMPOR9; JMSS.
PROPOSED SEPTIC DESIGN_
5A
FOR
DUBLIN CONSTRUCTION
go LOCUS
ti
"C)�s�i
Loc' 40 KENCOMSETT CIRCLE
1 i
I LOT 8. YARMOUTH, ?BASS.
Si EMM? ENGL�IEERD4iG
�z c
203 SEO BOX 713 AD
508-
/
SOUTH DENNIS, MASS.
385-6900 02660
DATE NOV 26, 2008
SCALE 1'> - 20'
0
REV. JAN. 9, 2009
JOB No. 6800-00
SHEET 1 OF 1
LOCATION MAP
REV' -5
C: 1 S8 I PROJ 1 6800-00 1 dwg 16800-sas1.DWG (9 2008 SWEETSER EA'GINEERING