HomeMy WebLinkAbout83-1697 - Wetlands Permit PlanFMSTING PIER: B A S S R I V E R
CORPS OF ENGINEERS - MA-DENN-80-331 �,I (SAL)
MASS DEQE - WATERWAYS LICENSE ¢677 a FLOOD
YARMOUTH CONSERVATION COMMISION - SE 83-270>t
g 1�6 i/�' FeR9 2.2 NEDOD-R-33JM (2-1-83)
FLOOD ZONE V13 (EL 13. 3 190'1
2.2
s `" e . ��►-��-_FLOODZONE A11 v _ F
EL 11.0 I F � FLOOD ZONE VI3 (EI- 13.013 ^ 11*
�
e -� 7Z OBSERVED HIGH WATER EL = 1 -25-2004 ZOI9E A11 (EL 11.0'
r, Pt w 1.8 OBSER .9fr 8 _ - )
1..
STONE RE-162ETM;NT E Rf ENT / .W
SE 83--
�'' .8.1 v � .� .v ,� .v ,y 27"
o LAND COURT PLAN Y o. o w y W W y WTBM: STAKE SETY y (SE 83-962) ya
E
T PROPOSED 10' BUFFER
y y
x N 9190 8 ^� W WI
FOR
" S Davis. 8OPOSED 10' BUFFER PROPOSED 4' WADE PATH BUFFER ZONE ITPLANTING OF Cdt LANDSCAPING -i x
LOCUS MAP
ENGINEER: BOARD OF HEALTH AGENT:
N.T.S.
TEST PIT 1
LOCUS AREA IS COMPRISED OF
G.S.E. = 7.51
YARMOUTH ASSESSOR'S MAP 034 PARCEL 304
! WATER SERVICE
LOT 2 0 LAND COURT PLAN 9190 E
0
AD Sandy Loam
CERTIFICATE OF TITLE # 174,022 (8-10-04)
8• 10 YR 3/1
OWNER: JOHN F. REILLY, JR.
B Sandy Loam
726 ANDOVER STREET
7.5 YR 4/6
LOWELL, MA 01850
20'
ZONING INFORMATION
C 1 Medium Sand
ZONING DISTRICT: RS 40
10 YR 5/8
OVERLAY DISTRICT: AP - AQUIFER PROTECTION
54"
MINIMUM CURRENT ZONING REQUIREMENTS
C2
MINIMUM AREA: 40,000 S.F.
Med. - Coarse Sand
MINIMUM FRONTAGE: 150'
108" 10 YR 6/3
FRONT YARD = 30' SIDE & REAR YARD = 20'
Ground Water
COMMUNITY PANEL NUMBER 250015 - 0006 D (REV.
7-2-1992)
THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA
AS,
ZONES A11 (EL. 11.0) & V13 (EL. 13.0).
03
BASE FLOOD ELEVATION = 11.0' (NGVD29)
•'LAYOUT'7''il
FLOOD LINE SHOWN HEREON HAS BEEN SCANNED AND
DIGITIZED
FROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992)
SOIL LOGS DATE: 10/06/2004
ENGINEER: BOARD OF HEALTH AGENT:
Stephen A. Wilson, P.E. David D. Flaherty, Jr., R.S.
TEST PIT 1
TEST PIT 2
G.S.E. = 7.51
G.S.E. = 6.81
! WATER SERVICE
1+
0
AD Sandy Loam
0 Ap Sandy Loom
8• 10 YR 3/1
8' 10 YR 6/1
B Sandy Loam
B Sandy Loom
7.5 YR 4/6
10 YR 5/8
20'
24'
C 1 Medium Sand
C Medium Sand
10 YR 5/8
10 YR 7/2
54"
108'
C2
x
Med. - Coarse Sand
g� 6.9
108" 10 YR 6/3
I
Ground Water
Ground Water
Observed 0 72"
Observed 0 72"
DESIGN SCHEDULE
ELEVATION
IVY VV FUVNUAIIVN tLt.VAIIUN - rIUUJL IL.0
TOP OF FOUNDATION ELEVATION - GARAGE 12.0
SEWER INVERT AT FOUNDATION 10.3
SEWER INVERT INTO SEPTIC TANK 10.0
SEWER INVERT OUT OF SEPTIC TANK 9.7
SEWER INVERT INTO DISTRIBUTION BOX 8.9
SEWER INVERT OUT OF DISTRIBUTION BOX 8.7
SEWER INVERT INTO LEACHING SYSTEM 8.3
BOTTOM OF LEACHING SYSTEM 7.5
WATER TABLE: OBSERVED AT EL 1.5 ADJ. = 2.5
NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED, MANHOLE COVER do
FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6'
BELOW FINISHED GRADE.
I c
I
PROPOSED
LEACH PIT
FOR\
DRAWDOWN/BACKWASH
Tall• GT,KF GFT \�
LOT 6
L.C. PLAN 9190 G
N/F CHARLES WHITE MANAGEMENT, INC
CB DH FND
(HELD)
PLACE POLY LINER AT
EDGE OF OVERDIG.
LOT 2
L.C. PLAN 9190 E
PARCEL AREA TO OBSERVED HIGH WATER
46,905± SQ. FT.
1.08± ACRES
N 07'5355' W
175.95'
LOT 5
L.C. PLAN 9190 G
N/P CHARLES 'AVITE MANAGEIAFNT, INC
• � WWNli�W�
as�aoQ,r • � . • "n
F' 71
•• • V
2,500 GALLON BAFFLED SEPTIC TANK (H20 LOADING)
TO BE MSTAU D ON A LEVEL STABLE EASE
SEPTIC TANK TO BE INSPECTED do CLEANED ANNUALLY
I
7.7
F. d. Fl
/
__�'
S8 83.1697
CONSERVATION NOTES:
2. LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE
TO BE MAINTAINED FOR THE DURATION OF THE PROJECT.
3. LANDSCAPE BUFFER TO BE DEVELOPED IN CONSULTATION WITH COMMISSION STAFF.
i
BUILDING DEPARTMENT NOTES:
1. PROPOSED LOT COVERAGE (HOUSE): 5.800 S.F. = 13.2%
43,787 S.F. (UPLAND)
2. NO VEGETATED WETLANDS ON THIS PARCEL.
REGULATED AREAS CONSIST OF TIDAL FLATS, REVETMENT (COASTAL BANK),
AND LAND SUBJECT TO COASTAL STORM FLOWAGE.
EIaSTING GARAGE
x 7.3
+W
0� DaSTING WATER SEF
_TYPICAL SYSTEM PROFILE
NOT TO SCALE
FIRST 2' (TO BE LEVEL)
then O 2.0x
SUMP 4" SCH. 40 PVC DOUBLE WASHED STONE
(3/4' to 1 1/21
DIST1131.11T10N BOX
H-20
7.01
Stake do Tac Set/Found
•
74 PROPOSED
-6.2'
c4
'
I I
! WATER SERVICE
1+
Electric Meter
EL t3G
0 1
PAR G
7 (
( ®
PROPOSED 600 GAL DRY WELL
6.6
r PROPOSED 6+1
1 \
{c
RIM EL = 8.7'
PIT
AREA
#2
I
..
_q;
7.4 x
x
Concrete
g� 6.9
N/F HENRY C. GILL
I
H w
9
.
7a
rn
VEDA
03
1
•'LAYOUT'7''il
20,
7,01
.1
\r 7.5
134.20' `
`\
I
Y
N J UP -
7Ax - -- --J
A k
LEACH
PROPOSED C1
£
4ySb,• +l I
I
i o FINISH GRADE 9' MIN. 36' MAX COVER
WOODED
LEACM DETAIL
co
.0.
WCODED
\ X6.9 1
�
RESERVE c
��/ 9
'�
r 4�
'N
X
6.8w
x 7.3
+W
0� DaSTING WATER SEF
_TYPICAL SYSTEM PROFILE
NOT TO SCALE
FIRST 2' (TO BE LEVEL)
then O 2.0x
SUMP 4" SCH. 40 PVC DOUBLE WASHED STONE
(3/4' to 1 1/21
DIST1131.11T10N BOX
H-20
7.01
Stake do Tac Set/Found
•
74 PROPOSED
7.1
c4
'
I I
! WATER SERVICE
1+
Electric Meter
❑
/
7 (
Cq
I
6.6
®
Telephone Riser
{c
2.9'
200
Contours
I
Spot Grade
_q;
7.4 x
I
Concrete
g� 6.9
Edge of Pavement
I
H w
9
.
T
rn
VEDA
PROPOSED IRRIGATION
1
•'LAYOUT'7''il
N 0516'50' 'W
WELL ®
134.20' `
`\
I
Y
N J UP -
7Ax - -- --J
A k
7.S
7.2
I
ly aW 6' BETWEEN INLETS
W-
£
4ySb,• +l I
I
i o FINISH GRADE 9' MIN. 36' MAX COVER
LEGEND
EXISTING PROPOSED
GENERAL NOTES:
PROJECT BENCHMARK: DATUM NGVD 1929
MONUMENT #11
SMUGGLER'S BEACH PARKING LOT EL. = 6.15'
TBM: = STAKES SET IN LOCUS (SEE PLAN)
EL. = 7.28' (NGVD)
ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995
ANY LOCAL RULES APPLICABLE.
ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
BY DESIGNING ENGINEER
WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
APPROVAL BY DESIGNING ENGINEER
ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4- PVC., SCH 40
EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER
310 CMR 15.255.
LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED.
THE PROPERTY UNE INFORMATION SHOWN IS BASED ON
CURRENT AVAILABLE RECORD INFORMATION CONSISTING
OF PLANS AND DEEDS.THE EXISTING FEATURES SHOWN
HEREON WERE OBTAINED FROM AN ON THE GROUND
FIELD SURVEY PERFORMED BY BAXTER, NYE &
HOLMGREN, INC. 8-24-04, THRU 8-27-04.
Stake do Tac Set/Found
•
Mag Nail Set/Found
o
Concrete Bound
0
Gas Gate
In
Electric Meter
❑
Catch Basin
N
Water Gate
®
Gas Meter
®
Telephone Riser
-0-
Utility Pole
200
Contours
X 100
Spot Grade
_q;
Test Pit
Conc.
Concrete
EOP
Edge of Pavement
F.F.E.
Finish Floor Elevation
GENERAL NOTES:
PROJECT BENCHMARK: DATUM NGVD 1929
MONUMENT #11
SMUGGLER'S BEACH PARKING LOT EL. = 6.15'
TBM: = STAKES SET IN LOCUS (SEE PLAN)
EL. = 7.28' (NGVD)
ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995
ANY LOCAL RULES APPLICABLE.
ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
BY DESIGNING ENGINEER
WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
APPROVAL BY DESIGNING ENGINEER
ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4- PVC., SCH 40
EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER
310 CMR 15.255.
LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED.
THE PROPERTY UNE INFORMATION SHOWN IS BASED ON
CURRENT AVAILABLE RECORD INFORMATION CONSISTING
OF PLANS AND DEEDS.THE EXISTING FEATURES SHOWN
HEREON WERE OBTAINED FROM AN ON THE GROUND
FIELD SURVEY PERFORMED BY BAXTER, NYE &
HOLMGREN, INC. 8-24-04, THRU 8-27-04.
PROPOSED FINtM GRADE OVER LEACHING FIELD 10.0*
\.\.\.
5'
ADJUSTED GROUNDWATER EL 2.5' 1
GROUNDWATER OBSERVED O EL 1.5'
LEACHM FIELD (TYPICAU
ag
L Leaching Area Requirements
9' MIN COVER
9 BEDROOMS AT 110 GPD/BEDROOM = 990 GPD
NO GARBAGE GRINDER
EL - 7.5 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 )
LIAR = 0.74 GPD/S.F.
MIN. LEACHING AREA OF SAS.:
990 GPD/ 0.74 GPD/S.F = 1338 S.F. MIN.
PROPOSED SYSTEM:
BOTTOM 26' X 52' = 1,352 S.F.
J/4- TV 1 I/2- Registered Professional SN h1gSUac
Engineers and Land Surveyors o� STEP EN �N
(4)-4� oT�tED� we
812 Main Street, Osterville, Massachusetts 02655
No. 30216
Phone - (508) 428-9131 Fax - (508) 428-3750 .0oF9FG s "o
10 0 10 20 FSSAONAL E�'\
SCALE IN FEET
1 CERTIFY THAT TO THt UL51 VV MT KNUWLLUUt IML IVUNUAIIVN
SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE YARMOUTH
ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS
LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS
LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA „ ,
SCALE: 1 = 20
THIS PLAN IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESTABLISH PROPERTY LINES.
2- IS_os
REGI EDP FESSIONAL LAND SURVEYOR ,_,� DATE
Ci a
REV.
DATE:
I
CWACTED " FILL
6.
1
REV.
DOME WAM
0
2'
Bass River
RET.
•
r
,., IN LINE
•
a •I•
DOUBLE -WASHED
04
ADJ.
GW. TO EL. 2.5
3.
.. ,�. '• 1,
'
'
South Yarmouth,
2.
11/29/04
\\\\\'C\\\\Y\\\<\\
.
T
N/F LAURENC[ P. & SALLY P. BENEDICT
04
1
•'LAYOUT'7''il
1'
JF. Reilly, Jr.
ohn
WOODED
LEACM DETAIL
co
wS
FINISH GRADE
Wetlands Permit Plan
...�.
COVER , « ,
rf§ffi
LAYER DOUBLE WAS140 L�l
TOPSOIL
SYSTEM WAS REVIEWED
BY BOARD OF HEALTH
STONE 1/8' to 1/2' W4N
t91■isii'
�PROPOSED
BAXTER, NYE &
. , ,. mGi1wol
J.
PROPOSED FINtM GRADE OVER LEACHING FIELD 10.0*
\.\.\.
5'
ADJUSTED GROUNDWATER EL 2.5' 1
GROUNDWATER OBSERVED O EL 1.5'
LEACHM FIELD (TYPICAU
ag
L Leaching Area Requirements
9' MIN COVER
9 BEDROOMS AT 110 GPD/BEDROOM = 990 GPD
NO GARBAGE GRINDER
EL - 7.5 PERC RATE = 2 /1 MIN. / INCH (CLASS 1 )
LIAR = 0.74 GPD/S.F.
MIN. LEACHING AREA OF SAS.:
990 GPD/ 0.74 GPD/S.F = 1338 S.F. MIN.
PROPOSED SYSTEM:
BOTTOM 26' X 52' = 1,352 S.F.
J/4- TV 1 I/2- Registered Professional SN h1gSUac
Engineers and Land Surveyors o� STEP EN �N
(4)-4� oT�tED� we
812 Main Street, Osterville, Massachusetts 02655
No. 30216
Phone - (508) 428-9131 Fax - (508) 428-3750 .0oF9FG s "o
10 0 10 20 FSSAONAL E�'\
SCALE IN FEET
1 CERTIFY THAT TO THt UL51 VV MT KNUWLLUUt IML IVUNUAIIVN
SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE YARMOUTH
ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS
LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS
LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA „ ,
SCALE: 1 = 20
THIS PLAN IS NOT TO BE RECORDED NOR IS R TO BE USED TO ESTABLISH PROPERTY LINES.
2- IS_os
REGI EDP FESSIONAL LAND SURVEYOR ,_,� DATE
Ci a
REV.
DATE:
I
REMARKS
6.
02/18/05
REV.
WRK. LMT. @ POO
5.
02/03/05
RET.
WALL & PATIO EL.
4.
01
03
04
ADJ.
GW. TO EL. 2.5
3.
12/20/04
REVISE AREA CALC.
2.
11/29/04
ADD
BUILDING NOTE
T
1109
04
BUF.
ZONE & DRYWELL
O.-\2004\21
- 2004-084
DATE: 10/13/04