HomeMy WebLinkAboutEngineered Plan - Revised 2006ISSESSORS YAP. 124
PARCEL: 8 & 9
'URRENT ZONING: R-40
BUILDING SETBACKS.
F. ao S: 20! -R: 20'
LOOD ZONE. C
'EY.
'XISTING CONTOUR:
PROPOSED CONTOUR.
'XISTING SPOT ELEVATION. 25.6
PROPOSED SPOT ELEVATION: 25
'EST HOLE: ••
71LITY POLE. -0-
PENCE LINE.
TYDRANT. -6
?STAINING FALL:
'PROPOSED TREE SCREENING :
ILU(:ATJULY MAX- 01.,esur. . f - ,•••,•••.• I
LOT 1 WETLAND : 1,051 ± S.F.
UPLAND : 9,067 ± S.F.
TOTAL : 10,118 ± S.F. (0.23 ± AC.) GRAVEL DRIVE -
LOT 2 WETLAND : 420 ± S.F.
UPLAND: 9,248 ± S.F.
TOTAL : 9,668 ± S.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. 60' 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 WALL
WORK LIMIT LINE
EDGE OF WETLAND -� r
-y 2g2.27
S3F90'
LAG 12
- LOT _
- FLAG 11 0
72®• oa
-it
FLAG 10
4A = 35' TO WORD
LIMIT LINT
w
LOT ,2
FLAG 8 0
FLAG 7
"`-28-
FLAG 4 -
FLAG 9 �
28-
FLAG
8-FLAG 6 'LOT 4
I
26 �•' •.
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SEPTI C SYST.EAVIr DESIGN (TYPICAL OF 4)
FLOW ESTIMATE' (3 BEDROOM DESIGN MINIMUM)
- BEDROOMS AT 110 GAL/DAY/BEDROOM _ 33GAL/DAY
SEPTIC TANK:
_M GAL/DAY x 2 DAYS = 660 GAL
USE J09 GALLON SEPTIC TANK
LEACHING AREA:
USE 2- 500 GALLON CHAMBERS WITH 3' OF STONE
-. ALL AROUND AND 5' BETWEEN -. (28'_ x 10.8'-- x Z DEEPS ----
PROPOSED SEPTIC SYSTEM ELEVATIONS
LOT 1
T EST 'HOLE LOGS
LOT 3
LOT 4
A
NOTES:
28.0
26.5
26.0
B
25.0
25.0
23.5
23.0
24.0
i. VERTICAL DATUM: ASSUMED FROM QUAD MGM +/-)
23.25
22.75
D
NC
23.75
23.75
23.0
22.5
E
2. �_ AVAILABLE.
22.03
22.03
21.63
ENGINEER. THOMAS McLELLAN, P.E.
-
22,38
21.86
21.86
0 - 4rpVER
S. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
SCHEDULE
21.5
21.5
WITNESS: AMY VON HONE, R.S.
21.1
Pr[
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
22.0
DATE. 3-20-03 & 12-18-03
22.0
1 21.6
LOADING SPECIFICATIONS
6. PIPE PITCH =1/4� PER FOOT, (UNLESS NOTED OTHERWISE).
PERCOLATION RATE: < 22 MIN,IN
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
TH-1
TH-2
TH-3
24.0 24D
TH-4
24.0
TH-5
24.0
USE OF A GARBAGE DISPOSAL.
8 ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
23D
ELEV.
EV.
0/A HORIZON
ELEV.
0/A HORIZON
ELEV.
O/A HORIZON
LOAMY SAND
ELS'
STATE of MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
0/A HORIZON
LOAMY SAND
=S"D
LOAalI' SAND
10YR 4 3
23.2 f4"
LOAMY SAND
fOYR 4/3
7 f0"
10YR 4/3
.1
HEALTH REGULATIONS.
CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
20"
fOYR 3 3
21.3 10"
.2
34"
B HORIZON
LOAd1Y SAND
fOYR 6/8
21.8
B HORIZON
��, SAND
B HORIZON
LOAMY SAND
10YR 6/8
21.5
9.
TO CONSTRUCTION.
ER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
10 GRRODUNEXCEED
B HORIZON
LOAMY SAND
B HORIZON
LOAMY D
36"
iOYR 6/8
20A 36"
R /8
21.0
Cl
42»
10YR 6/8
20.5 3O"
3CO
Cl HORIZON
FINE SAND WITH
KE SAND
Cf HORIZON
Cl HORIZON
11, EXISTING SEPTIC SYSTEM IS TO BE PUMPED AND REMOVED.
MED-FINE SAND
Cf HORIZON
SILT LOAM
SILT LOAM
SILT LOAM
12. ALL UNSUITABLE SOIL (A -B HORIZON AND SILT LOAM) WITHIN 6- OF
72»
2.6Y 7/4
17.0
SILT LOAM
2.6Y 6/4
2Bp 8/3
56"
2.6Y 6/4
19.3 42"
2.6' 6/4
20.6
PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
C2 HORIZON
SILT LOAM
66"
18'6 60"
C2 MoRIZON
19.0
C2 HORIZON
FINE SAND
66»
C2 HORIZON
FINE SAND
18.6
CLEAN MEDIUM SAND.
13. D -BOXES TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FL
C2 HORIZON
78"
2.6Y 6/4
166
MED -FINE SAND
FIiYE SAND
2.5Y 8/3
2.5Y 8/3
C3 HORIZON
f4. LOT 4 HOUSE 43 IS PARTIALLY LOCATED WITHIN A ZONE 2. A DEED
j
ATING THAT THIS LOT IS RESTRICTED TO A DWELLING
C3 HORIZON
MED -FINE SAND
SILT LOAM
17.5
RESTRICTION
OF NOT MORE THAN 2 BEDROOMS IS TO BE RECORDED AT THE
GROUND WATER
10.0 i44»
12,0 f3,g"
y3.0 132"
13.0
C4 HORIZON
FINE SAND
BARNSTABLE REGISTRY OF DEEDS.
166
160"
11.5
USGS GROUND WATER ADJUSTMENT
4a 4.r
ADJUSTED ;ROUNDEWATEADJUSTMENT
ELEV.=
26 �•' •.
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' = R$s �1 i� \%V -BE,
1 1 COI
i
39 RL,
' POS]RDII $T' Act
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SEPTI C SYST.EAVIr DESIGN (TYPICAL OF 4)
FLOW ESTIMATE' (3 BEDROOM DESIGN MINIMUM)
- BEDROOMS AT 110 GAL/DAY/BEDROOM _ 33GAL/DAY
SEPTIC TANK:
_M GAL/DAY x 2 DAYS = 660 GAL
USE J09 GALLON SEPTIC TANK
LEACHING AREA:
USE 2- 500 GALLON CHAMBERS WITH 3' OF STONE
-. ALL AROUND AND 5' BETWEEN -. (28'_ x 10.8'-- x Z DEEPS ----
PROPOSED SEPTIC SYSTEM ELEVATIONS
LOT 1
LOT 2
LOT 3
LOT 4
A
28.0
28.0
26.5
26.0
B
25.0
25.0
23.5
23.0
24.0
24.0
23.25
22.75
D
NC
23.75
23.75
23.0
22.5
E
22.5
22.03
22.03
21.63
F
22,38
21.86
21.86
21.46
21.5
21.5
21.5
21.1
Pr[
22.0
22.0
22.0
1 21.6
SIDE AREA: (28 + 10.8)2 x 2 = 155 (.74) = 115 GAL/ DAY
BOTTOM AREA: 28' x 10.8' = 302 SF (.74) = 223 GAL/DAY
'HMARK AT CAPACITY = 338 GAL/DAY
RETE BOUND
ATION=21.76
SEPTIC SYSTEM SECTION (TYPICAL OF 4, SEE KEY FOR ELEVATIONS)
COVERS WITHIN 1z" OF
\ t �' S� ; : / (FVINISHED GRADE
�Q, �, ..-• IgE �.zoa A 1'o B WITHIN 6m o RARE) 3' MAX.
TOP OF FOUNDATION COVER
lcb• r MIN.
. r �6 ►� i COVER
-
16 B
f L®� s y� ob
ELEV. D
2" PEASTONE
3/4" - 1 1/2"
WASHED STONE
ELEV. I
ELEV. o H
L,.
�gEq �d \ 1500 GAL D -BOX FIs - <--�• ELEV.
�ja 9
•o 0 11' Aa
22
28Llo
10
^��
ii
8� , Q�O���yy� EXISTING SCRUBS
�� EXISTING DRIVE
TO BE REMOVED
- - 20 - 22 EXISTING DWELLING
TO BE REMOVED
26
`•. ��/ S g� EXISTING GARAGE
To BE REMOVED
�Or •�'` PROPOSED STOCKADE FENCE
i -
Act i
20
24
BENCHMARK AT
CONCRETE BOUND
ELEVATION = 23.11 22
40 MIL POLY LINER, (2' DEEP)
TOP OF LINER ELEV = TOP OF LEACHING
(TYPICAL OF ALL SYSTEMS)
DM# 03-70C
Los
DEMAREST-MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) 398-7710
ELEV. SEPTIC TANK
(6" OF STONE UNDER OR
MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET;. UP, 14_D®FY.1V' -
m
m
Plo. 36471
�;SSlOP1Al�
E (6 OF ELEV. 3 28'
ELEV. STONE
UNDER) 2- 500 GALLON CHAMBERS WITH 3' OF
GAS BFLE G STONE ALL AROUND AND 5' BETWEEN
AT OUTLET TEE ELEV. (28' x 10.8' x 2' DEEP) (H-20)
DATE:
THOMAS McE�LLAN, [JOHN Z. DEMARES JT R., P.L.S.
ADJUSTED GROUND WATER ELEV.= 14.1
SITE AND SEWAGE PLAN
LOCATION.•
37, 39, 41 do 43 UNION STREET
YARMOUTHPORT MA.
PREPARED FOR:-
MARK
OR:MARK & BARBARA GUST AFSON
SCALE: 1" = 30' DATE: 10 30 03
REVISED: 3/19/04 (NEW LOT CONFIGURATION)
REVISED: 4/21/04 REVISED: 7/28/04 REVISED: 12/14/
REVISED: 3/29/06