HomeMy WebLinkAbout124.8.1 - Site and Sewage Plan (2)N
ROUTE BA
&,-LOCUS
.r
-1.
�`yJT
Rpt,
ASSESSORS MAP: 124,
PARCEL: 8 h_ 9_
CURRENT ZONING: Rp40
BUILDING SETBACKS:
F: 30' S: 200 R: gO*
FLOOD ZONE: C
KEY,
EXISTING CONTOUR: - -
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25S
PROPOSED SPOT ELEVATION: 25
TEST HOLE. .0-
UTILITY POLE: -o-
FENCE LINE: -
HYDRANT. -6-
RETAINING WALL:
PROPOSED TREE SCREENING :0
LOCATION MAP SCALE : 1" = 2083'
LOT 1 WETLAND : 1,051 t S.F.
UPLAND : 9,067 ± S.F.
TOTAL : 10,118 ± S.F. (0.23 ± AC.)
LOT 2 WETLAND : 420 + S.F. GRAVEL DRIVE
UPLAND : 9,248 + S.F.
TOTAL :9,668 ± 9-F. (0-22 ± AC.) PROPOSED STOCKADE FENCE
LOT 3 9,387 ± S.F. (0.22 ± AC.)
100' FROM WETLAND
LOT 4 WETLAND: 5,268 ± S.F. 50' FROM WETLAND
UPLAND : 14,739 + S.F.
TOTAL : 20,007 ± S.F. (0.46 ± AC.)
GROSS AREA : 49,180 ± S.F. (1.13 + AC.)
PROPOSED STONE FALL -
WORK LIMIT LINE -
EDGE OF WETLAND --, 27.
292,
- FLAG 12
a
4 -
FLAG f f 0
FLAG 4 -r
28-
FLAG
8-
FLAG 6
LOT 1
26\ '
26 10'
( 142 I
4\
pflFO
pg$pRO�
ID'LI
,1RL28D
t«r i
r\ty
ak
FLAG 10
35' TO WORK"
LIMIT LINE
pR
TEST ..MOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
FITNESS: AMY VON HONE, R.S.
DATE: 3-20-03 & 12-18-03
PERCOLATION RATE: < 2 MIN/IN
TH-1
TH-2
TH-3
TH-4
23D
20.0 36
-
24.0
24.0 24.0
'ORIZON
ELEV.
0/A HORIZON
2.5Y 7/4
ELEV.
HORIZON
66`
ELEV.
0/A HORIZON
ELEV
SAND
78
LOAMY SAND
16.6
CS HORIZON
OAMY SANDLOAMY
[O�IA
- TH-5
22.5
SAND
22.5
/3
21B rY
fOYR 3/3
ELEV.
9`
YR 4/3
1 21.86
232 ..•
lOYR 4/3
....",
24
2
B HORIZON
LOAMY SAND
lOYR 5/8 2D
Cf HORIZON
SILT LOAM
2.5Y 5/4 18.5
C2 HORIZON
MED -FINE SAND
1
3D�gLLI
= OT 2
FLOC 8- w h top 5 E
j 2 g, R1
FLAGT �•\ l- -28- - ,'fI ;89166:
� ! I
FLAG 9 _
r ht
ss -
LOT 4
FYI
0
30 � �
!
4 'i
/ LOT
N
C1 HORIZON
FIN1" SAND WITH
SILT LOAM
2.6Y 8/3
40" f9.
CZ HORIZON
FINIS SAND
2.6Y 8/3
42" lOYR 6/8 1201
Cl HORIZON
SILT LOAM
66` 2.5Y 6/4 1 f9S
13x
C2 HORIZON
FINE SAND
2.5Y 8/3
USCS GROUND WATER ADJUSTMENT
WELL AfW-247, ZONE B, ADJUSTMENT 4.1
ADJUSTED GROUND WATER ELEV.= 14.1
22
15 ! EXISTING SCRUBS
C i i TO BE EXISTING
26- - - - 20 EO BE REMOVEDXISTING LINC
I EXISTING GARAGE
a0/ / / f/
! 22
20
24
BENCHMARK AT
CONCRETE BOUND
�y°
ELEVATION = 23.11 22
40 MIL POLY LINER, (2' DEEP)
TOP OF LINER ELEV.= TOP OF LEACHING
(TYPICAL OF ALL SYSTEMS)
-70C
TO BE REMOVED ti _,':� Ff� av
PROPOSED STOCKADE FENCE'I
r
Jt
LOAMY SAND
NOTES.
36`
IOYR 5/8
20.0 36
-
Cl HORIZON
28.0
MED --FINE SAND
26.5
72`
2.5Y 7/4
f7D
25.0
66`
C2 HORIZON
C
SILT LOAM
24.0
78
2.5Y 5/4
16.6
CS HORIZON
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
- TH-5
22.5
MED FINE SAND
22.5
156"
GROUND WATER
f0A 144•
24
2
B HORIZON
LOAMY SAND
lOYR 5/8 2D
Cf HORIZON
SILT LOAM
2.5Y 5/4 18.5
C2 HORIZON
MED -FINE SAND
1
3D�gLLI
= OT 2
FLOC 8- w h top 5 E
j 2 g, R1
FLAGT �•\ l- -28- - ,'fI ;89166:
� ! I
FLAG 9 _
r ht
ss -
LOT 4
FYI
0
30 � �
!
4 'i
/ LOT
N
C1 HORIZON
FIN1" SAND WITH
SILT LOAM
2.6Y 8/3
40" f9.
CZ HORIZON
FINIS SAND
2.6Y 8/3
42" lOYR 6/8 1201
Cl HORIZON
SILT LOAM
66` 2.5Y 6/4 1 f9S
13x
C2 HORIZON
FINE SAND
2.5Y 8/3
USCS GROUND WATER ADJUSTMENT
WELL AfW-247, ZONE B, ADJUSTMENT 4.1
ADJUSTED GROUND WATER ELEV.= 14.1
22
15 ! EXISTING SCRUBS
C i i TO BE EXISTING
26- - - - 20 EO BE REMOVEDXISTING LINC
I EXISTING GARAGE
a0/ / / f/
! 22
20
24
BENCHMARK AT
CONCRETE BOUND
�y°
ELEVATION = 23.11 22
40 MIL POLY LINER, (2' DEEP)
TOP OF LINER ELEV.= TOP OF LEACHING
(TYPICAL OF ALL SYSTEMS)
-70C
TO BE REMOVED ti _,':� Ff� av
PROPOSED STOCKADE FENCE'I
r
Jt
�S EPT I C SYSTEM DESIGN (TYPICAL OF 4)
FLOW ESTIMATE: (3 BEDROOM DESIGN MINIMUM)
--3 BEDROOMS AT-ItQ-_GAL1DAI'/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1540 GALLON SEPTIC TANK
LEACHING AREA:
USE 2 500 GALLON CHAMBERS WITH X OF STONE
T)rmu-F'TAT
SIDE AREA- (28 + 10812 2 = 155 (74) - GAL/DAY
PROPOSED SEPTIC SYSTEM ELEVATIONS
x I 115
NOTES.
LOT 2
LOT 3
f. VERTICAL DATUM: ASSUMED FROM QUAD (NCVD +/-)
A
28.0
_
2. MVNICAPAL WATER IS AVAILABLE.
26.5
26.0
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
25.0
25.0
4, ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
23.0
C
LOADING ,SPECIFICATIONS.
24.0
23.25
5 PIPE PITCH = 1/4` PER FOOT, (UNLESS NOTED OTHERWISE).
D
23.75
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
- TH-5
22.5
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
22.5
24.0
USE OF A GARBAGE DISPOSAL.
0/A HORIZON
ELEV.
E ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
LOAMY SAND
1 21.86
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
lOYR 4/3
1
HEALTH REGULATIONS.
B HORIZON
21.1 J
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
LOAMY SAND
TO CONSTRUCTION.
lOYR 6/8
21.5
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
22.0
22.0
EXCEED 3D'.
Cf HORIZON
SILT LOAM
It. EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED.
2.5Y 6/4
205
12. ALL UNSUITABLE SOIL (A -B HORIZON AND SILT LOAM) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
C2 HORIZON
CLEAN MEDIUM SAND.
FINE SAND
18.5
IS. D -BOXES TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW
CS HORIZON
SILT LOAM
17.5
C4 HORIZON
FINE SAND
1115
�S EPT I C SYSTEM DESIGN (TYPICAL OF 4)
FLOW ESTIMATE: (3 BEDROOM DESIGN MINIMUM)
--3 BEDROOMS AT-ItQ-_GAL1DAI'/BEDROOM = 330 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 660 GAL
USE 1540 GALLON SEPTIC TANK
LEACHING AREA:
USE 2 500 GALLON CHAMBERS WITH X OF STONE
T)rmu-F'TAT
SIDE AREA- (28 + 10812 2 = 155 (74) - GAL/DAY
PROPOSED SEPTIC SYSTEM ELEVATIONS
x I 115
LOT 1 i
LOT 2
LOT 3
LOT 4
A
28.0
28.0
26.5
26.0
B
25.0
25.0
23.5
23.0
C
24.0
24.0
23.25
22.75
D
23.75
23.75
23.0
22.5
E
22.5
22.03
22.03
21.63
F
22.38
21.86
1 21.86
21.46
G
21.5
21.5
21.5
21.1 J
I
22.0
22.0
22.0
21.6
Iuf1u1 DEC 2 0 2004 Dll�
BUILDING DEPT. DEMAREST-McLELLAN ENGINEERIXG
By 24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 0x'670
PHONE & FAX :(608) 398-7710
-- \ 77 T7 T7
1-7 ELEV. ,,
J / //!!!J500 GAL
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
1' MIN.
COVER
D r -t
ELEV.
D -BOX F
_E (6" OF ELEV.
ELEV. STONE
UNDER)
GAS BAFFLE G
AT OUTLET TEE ELEV.
2" PEASTONE
314" - 1 112"
WASHED STONE
ELEV.= I
/&, l � h.l A H
3 3 ELEV.
4E 28' -- D
2- 500 CALLON CHAMBERS WITH 3' OF
STONE ALL AROUND AND 5' BETWEEN
(28' x 10.8' x 2' DEEP) (H-20)
ADJUSTED GROUND WATER ELEV.= 14.1 �-
SITE AND SEWAGE PLAN
APPROVED BY: DATE:
L OCA TION. -
43 UNION STREET
YARMOUTHPORT MA.
PREPARED FOR -
MARK & BARBARA GUST AFSON
`lR
SCALE: 1" = 30' DATE: 1013010
REVISED: 3119104 (NEW LOT CONFIGURATION)
THOMAS McLELLAN, P.E. JOH Z. DEMAREST JR., P.L.S. REVISED.- 4121/04 REVISED: 7128104 REVISED: 12114/04
e�
x I 115
BOTTOM AREA: 28' x 10.8' =302 SF (74) = 223 CAL/DAY
AT
?OUNo
CAPACITY = 338 GAL/DAY
= 21.76
r.>
7 r�
EPT I C SYSTEM
EM
(TYPICAL OF 4, SEE
KEY FOR ELEVATIONS)
COVERS WITHIN fZ" OF
A
FINISHED GRADE
TOP OF FOUNDATION
(ONE INSPECTION COVER
TO BE WITHIN 6' OF GRADE)
3' MAX.
COVER
Iuf1u1 DEC 2 0 2004 Dll�
BUILDING DEPT. DEMAREST-McLELLAN ENGINEERIXG
By 24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 0x'670
PHONE & FAX :(608) 398-7710
-- \ 77 T7 T7
1-7 ELEV. ,,
J / //!!!J500 GAL
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
1' MIN.
COVER
D r -t
ELEV.
D -BOX F
_E (6" OF ELEV.
ELEV. STONE
UNDER)
GAS BAFFLE G
AT OUTLET TEE ELEV.
2" PEASTONE
314" - 1 112"
WASHED STONE
ELEV.= I
/&, l � h.l A H
3 3 ELEV.
4E 28' -- D
2- 500 CALLON CHAMBERS WITH 3' OF
STONE ALL AROUND AND 5' BETWEEN
(28' x 10.8' x 2' DEEP) (H-20)
ADJUSTED GROUND WATER ELEV.= 14.1 �-
SITE AND SEWAGE PLAN
APPROVED BY: DATE:
L OCA TION. -
43 UNION STREET
YARMOUTHPORT MA.
PREPARED FOR -
MARK & BARBARA GUST AFSON
`lR
SCALE: 1" = 30' DATE: 1013010
REVISED: 3119104 (NEW LOT CONFIGURATION)
THOMAS McLELLAN, P.E. JOH Z. DEMAREST JR., P.L.S. REVISED.- 4121/04 REVISED: 7128104 REVISED: 12114/04
e�