6
CHAPTER 105 – JOINT PERMIT MASONTOWN BOROUGH RIVERSIDE RECREATION AREA Riverside Recreation Area Madison Ave. Masontown, PA
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CHAPTER 105 – JOINT PERMIT MASONTOWN BOROUGH
RIVERSIDE RECREATION AREA
Riverside Recreation Area Madison Ave. Masontown, PA
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PENNSYLVANIA
QUADRANGLE LOCATION
MASONTOWN QUADRANGLEPENNSYLVANIA
7.5-MINUTE SERIES
MASONTOWN, PA2016
Expressway Local Connector
ROAD CLASSIFICATION
Ramp 4WD
Secondary Hwy Local Road
Interstate Route State RouteUS RouteWX ./ H
U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY
1 Mather
8 Lake Lynn
2 Carmichaels3 New Salem4 Garards Fort5 Smithfield6 Osage7 Morgantown North
ADJOINING QUADRANGLES
1 2 3
4 5
6 7 8
This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.19
CONTOUR INTERVAL 20 FEETNORTH AMERICAN VERTICAL DATUM OF 1988
SCALE 1:24 000
1000 500 0 METERS 1000 2000
21KILOMETERS00.51
1 0.5 0
MILES
1
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
Imagery..................................................NAIP, June 2013Roads................................ U.S. Census Bureau, 2015 - 2016Names..........................................................GNIS, 2016Hydrography....................National Hydrography Dataset, 2013Contours............................National Elevation Dataset, 2010Boundaries............Multiple sources; see metadata file 1972 - 2016
Wetlands.........FWS National Wetlands Inventory 1977 - 2014
North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid: Universal Transverse Mercator, Zone 17S
Produced by the United States Geological Survey
10 000-foot ticks: Pennsylvania Coordinate System of 1983(south zone)
This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.
U.S. National Grid
100,000-m Square ID
Grid Zone Designation
NE
17S
^
ØMN
GN
UTM GRID AND 2016 MAGNETIC NORTHDECLINATION AT CENTER OF SHEET
0° 41´12 MILS
9° 10´163 MILS
*7643016391596*
NSN
.7643016391596
NG
A R
EF N
O.USGSX24K27964
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RA
IN G
AR
DE
N
8" X 40' X 15'
CAST-ON-SHORE
CONCRETE BOAT RAMP
FLOATING
DOCK
GANGWAY
DOCK PILINGS
RIPRAP SCOUR
PROTECTION
PROPOSED LIGHTING
CABINET
R
C
E
5
C-511
TYP.
7
7
0
7
8
1
7
6
0
MONONGALHELA RIVER
(CH 93 WWF)
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100-YR FLOODWAY
2
C-511
CFS2
2
C-511
CFS3
2
C-511
CFS5
3
C-511
1
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4
C-511
2
C-511
CFS1
2
C-511
CFS4
2
C-511
CFS6
7
7
5
7
7
7
P:\0
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0 10
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20 A
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RO
HR
BA
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DATE DESCRIPTION
SHEET NUMBER
C-110
1060 EBERLY WAYLEMONT FURNACE, PA 15456
Phone 724.438.4010Fax 724.438.4017
SEAL
REVISION
NO.
PRO
JEC
T
MAS
ONT
OW
N BO
ROUG
H1
E. C
HU
RC
H A
VEN
UE
OW
NER
MA
SON
TOW
N, P
A 1
5461
E&SC PLAN
RIVE
RSID
E RE
CREA
TION
ARE
AM
AD
ISO
N A
VEN
UE
CONFIDENTIAL - ALL RIGHTS RESERVED
AERDESIGNED
BHWDRAWN
AERCHECKED
DATEOCTOBER 13, 2020
PROJECT NUMBERS19-087-02
MA
SON
TOW
N, P
A 1
5461
SHEET NAME
SCALE:
0
SCALE IN FEET
1
C-110
1:15
E&SC PLAN
15 30
ROCK CONSTRUCTION ENTRANCERCE
LEGEND
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
1120
PROPOSED INDEX CONTOURS
PROPOSED INTERMEDIATE CONTOURS
1120
STREAM
RIPRAP OUTLET PROTECTION
LIMIT OF DISTURBANCE
EROSION CONTROL MATTING
PUMPED WATER FILTER BAG
SOIL BOUNDARY
SOIL TYPEUbC
CONCRETE WASHOUT
COMPOST FILTER SOCK
CONSTRUCTION SEQUENCE
1. At least 7 days prior to starting any earth disturbance activities (including clearing and
grubbing), the owner and/or operator shall invite all contractors, the landowner, appropriate
municipal officials, the E&S plan preparer, the PCSM plan preparer, and a representative
from the local county conservation district to an on-site preconstruction meeting.
2. Upon installation or stabilization of all perimeter sediment control BMPs and at least 3 days
prior to proceeding with the bulk earth disturbance activities, the permittee or co-permittee
shall provide notification to the Department or authorized conservation district.
3. At least 3 days prior to starting any earth disturbance activities, or expanding into an area
previously unmarked, the Pennsylvania One Call System Inc. shall be notified at
1-800-242-1776 for the location of existing underground utilities.
4. All earth disturbance activities shall proceed in accordance with the sequence provided on
the plan drawings. Deviation from that sequence must be approved by the local county
conservation district or by the Pennsylvania Department of Environmental Protection prior
to implementation. Each step of the sequence shall be completed before proceeding to the
next step, except where noted.
5. Clearly flag the limits of disturbance. - 1 day
6. Install Rock Construction Entrance. - 1 day
7. Install Compost Filter Socks CFS1 thru CFS6. - 1 day
8. Clear and grub and strip and stockpile topsoil. 2-days
9. Rough grade site to subgrade elevation, excluding area within the Monongahela's OHWM
(below compost filter sock CFS4). - 30 days
9.1. As soon as slopes, channels, ditches, and other disturbed areas reach final grade,
they must be stabilized. If work activity ceases for more than 4-days, temporary
stabilization shall be installed.
10. Construct Rain Garden and install outlet structure and pipe per the PCSM Plan and details.
- 15 days
11. Install the concrete washout. - 1 day
12. Install all underground utilities and light poles. 15 days
12.1. Begin each utility line installation by ensuring that the down slope erosion and
sediment controls are in place and maintained.
12.2. Begin excavation, the total length of excavated utility line trench open at any one time
should not be greater than the total length of line that can be placed in the trench and
backfilled in one working day.
12.3. Install the utility lines and appurtenances and begin backfill as soon as possible within
the same working day. Backfill shall include stabilization of the work area with either
temporary seed and mulch or final stabilization of the area.
12.4. In no case shall more than 50-feet of open trench remain at the end of any work day.
13. Protect subgrades from softening, undermining, washout and damage by rain or water
accumulation. If water must be pumped from disturbed areas, a pumped water filter bag
must be utilized. The filter bag shall be located in a well-vegetated area and discharge onto
stable erosion-resistant areas - 1 day
14. Remove compost filter sock CFS4 and grade ramp area to subgrade elevation and install
ramp base stone material.
15. Construct/install concrete ramp, concrete deadman,dock piling and riprap scour protection
per details. - 30 days.
16. Install new curbs, sidewalk and asphalt pavement. - 20 days
17. Install floating dock. - 1 day
10. Working from the existing Storm Sewer connection in the upstream direction, install
drainage piping and inlets. Construct Rain Garden and install the riser structure, underdrain
and connect to the storm sewer pipe. - 15 days
11. Final grade all areas, seed and mulch. 5 days
12. Upon achieving a uniform 70% perennial vegetative cover in all areas remove the compost
filter socks, inlet protection and any temporary erosion and sediment control devices. Seed
and mulch all disturbed areas resulting from the removal of the temporary devices.
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PROPOSED LIGHTING
CABINET
7
8
1
7
7
8
7
8
0
780
FIELD FIT CONNECTION TO
EXISTING 18" SLCPP WITH
AN ADS 8" INSERTA TEE,
OR APPROVED EQUAL
OUTLET PIPE
53.5 LF OF 8" SLCPP
@ S=1.0% MIN
OUTLET STRUCTURE
15" NYLOPLAST BASIN
W/ LOCKING DOME COVER
120.0'
4.00'
RAIN GARDEN UNDERDRAIN
114 LF OF 4" PERFORATED SLCPP
2.00'
RA
IN G
AR
DE
N (4
' x 1
20')
BO
TT
OM
: 779.1
7
RAIN GARDEN
BERM EL: 780.17
770
772
774
776
778
780
782
784
786
788
790
770
772
774
776
778
780
782
784
786
788
790
4" PERFORATED UNDERDRAIN,
REFER TO PCSM DETAILS
FIELD FIT CONNECTION TO EXISTING 18"
SLCPP WITH AN ADS 8" INSERTA
TEE, OR APPROVED EQUAL
APPROXIMATE INV. IN = 776.65
15" Ø
O
UT
LE
T S
TR
UC
TU
RE
RIM
=
779.67
4" IN
V. IN
=
777.33
8" IN
V. O
UT
=
777.16
2-YR STORAGE
BOTTOM EL: 779.17
TOP EL: 780.15
50 LF* - 8" SLC
PP
@ S
=1.0% (M
IN.)
18" MODIFIED SOIL/
PLANTING MIX
3" MULCH ON
SIDE SLOPES
24" WIDE EARTHEN BERM
WHERE REQUIRED TO MAINTAIN
12" TOTAL RAIN GARDEN DEPTH
3" MULCH ON
SIDE SLOPES
0.50'
0.50'
1.00'
1.50'
FINISHED
GRADE
* FIELD VERIFY OUTLET PIPE LENGTH
BASED ON ACTUAL CONNECTION LOCATION
P:\0
87 -
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onto
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- Mas
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0 10
:13:
46 A
M, P
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y: A
PRIL
RO
HR
BA
UG
H
DATE DESCRIPTION
SHEET NUMBER
C-120
1060 EBERLY WAYLEMONT FURNACE, PA 15456
Phone 724.438.4010Fax 724.438.4017
SEAL
REVISION
NO.
PRO
JEC
T
MAS
ONT
OW
N BO
ROUG
H1
E. C
HU
RC
H A
VEN
UE
OW
NER
MA
SON
TOW
N, P
A 1
5461
PCSM PLAN
RIVE
RSID
E RE
CREA
TION
ARE
AM
AD
ISO
N A
VEN
UE
CONFIDENTIAL - ALL RIGHTS RESERVED
AERDESIGNED
BHWDRAWN
AERCHECKED
DATEOCTOBER 13, 2020
PROJECT NUMBERS19-087-02
MA
SON
TOW
N, P
A 1
5461
SHEET NAME
SCALE:
0
SCALE IN FEET
1
C-120
1:10
PCSM PLAN
10 20
CRITICAL STAGE OF CONSTRUCTION
1. The installation of the Rain Garden IS considered A critical stage of
construction requiring inspection and certification by the engineer. The
contractor is responsible to notify the owner and engineer, and schedule
the inspection a minimum of 72 hours prior to beginning construction.
PCSM BMP CERTIFICATION
1. The engineer shall be present during the critical stages of installation.
The contractor shall notify the owner and engineer and schedule an
inspection and certification by the engineer.
RECYCLING & DISPOSAL OF MATERIALS
1. Recycled Materials: The collected sediment will be mixed into soil fill
areas/stock piles.
2. Construction Wastes: All materials not applicable to be placed as fill will
be considered construction demolition debris and must be taken to a
PADEP approved land fill.
OPERATION & MAINTENANCE SCHEDULE
The property owner is responsible for operation and maintenance of the
PCSM BMP's as follows:
Storm Inlets, Pipes & Channels
1. Inspect every 6 months. Inspect when it is apparent that facilities are
not functioning properly.
2. Clean debris and accumulated sediment when present.
3. Replace or repair facilities so as to function as intended.
4. Replace eroded material and re-vegetate eroded areas as needed.
Rain Garden
5. Inspect every six (6) months.
2. Clean debris and accumulated sediment when present.
3. Replace or repair facilities so as to function as intended.
4. Replace eroded material and re-vegetate eroded areas as needed.
MUNICIPAL ACCESS EASEMENT
The property owner has granted an access easement to the municipality.
This easement will all allow agents of the municipality to enter the property at
any time for the purpose of inspecting stormwater components. Stormwater
components will include all conveyance and detention/retention systems on
the property. Stormwater components will include but are not limited to storm
inlets, manholes, pipes channels and underground detention systems.
PCSM BMP INSTALLATION SEQUENCE
1. Refer to Erosion and Sediment Control Plans for guidance on when
PCSM BMP installation shall take place.
2. Excavate the rain garden and install the outlet control structure,
underdrain and outlet pipe. Do not compact the underlying soils.
3. Install the soil mixture, mulch and plantings.
4. Once the site is stabilized, inspect the basin and perform maintenance
activities as required.
LEGEND
EXISTING INDEX CONTOURS
EXISTING INTERMEDIATE CONTOURS
1120
PROPOSED INDEX CONTOURS
PROPOSED INTERMEDIATE CONTOURS
1120
STREAM
STORMWATER RISER STRUCTURE
LIMIT OF DISTURBANCE
NPDES PERMIT BOUNDARY
COMPOST FILTER SOCK
STORM SEWER PIPE
PERFORATED UNDERDRAIN PIPE
RAIN GARDEN MULCH AREA
RAIN GARDEN PLANTING AREA
SCALE:
0
SCALE IN FEET
2
C-120
HORZ: 1"=10' | VERT: 1" = 2'
RAIN GARDEN PROFILE
10 20
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BOAT RAMP
754
756
758
760
762
764
766
768
770
772
774
776
778
780
782
784
786
788
790
792
794
754
756
758
760
762
764
766
768
770
772
774
776
778
780
782
784
786
788
790
792
794
5.00' 6.00'
40.00'
3.00'
FLOATING
DOCK
28'
GANGWAY
INTEGRAL 6" CONCRETE CURB &
SIDEWALK
FINISHED
GRADE
8" X 40' X 15'
CAST-ON-SHORE
CONCRETE BOAT RAMP
16" X 3' X 15'
CAST-IN-PLACE
CONCRETE DEADMAN
DOCK PILING-P1
PROJECTION
OFFSET 14.80L
DOCK PILING-P2
PROJECTION
OFFSET 28.25L
SURVEYED WATER
ELEVATION 764.25
RA
IN G
AR
DE
N
-
5
.
7
%
7
7
0
7
8
1
7
6
0
-
1
:
2
-1:2
MONONGALHELA RIVER
(CH 93 WWF)
-1:2
7
7
4
776
7
7
8
7
8
0
772
7
7
0
7
7
4
7
7
9
780
766
7
6
4
780
-
4
.
4
%
-1
3
.2
%
-
6
.
3
%
100-YR FLOODWAY
TOC: 781.27
BOC: 780.77
TOC: 781.67
BOC: 781.17
TOC: 779.31
BOC: 778.81
TOC: 777.48
BOC: 776.98
TOC/BOC: 772.99
TC: 770.38
BC: 769.88
766.85
765.67
765.48
765.22
759.29759.15
TOC/BOC: 771.77
TOC: 776.09
BOC: 775.59
TOC: 776.53
BOC: 776.03
TOC: 777.13
BOC: 776.63
TOC: 780.59
BOC: 780.09
TC: 766.10
BC: 765.60
TC: 765.40
BC: 764.90
767.83
770.72
-1
5
.0
%
-
1
1
.
5
%
-6.2%
-
8
.
1
%
-
5
.
4
%
TOC: 777.73
BOC: 777.23
MATCH EXITING
PAVEMENT
ELEVATION
7
7
5
7
7
7
BO
TT
OM
: 779.17
BE
RM
: 780.17
P1
P2
P3
P4
DOCK PILINGS
P:\0
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:14:
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M, P
lotte
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PRIL
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HR
BA
UG
H
DATE DESCRIPTION
SHEET NUMBER
C-200
1060 EBERLY WAYLEMONT FURNACE, PA 15456
Phone 724.438.4010Fax 724.438.4017
SEAL
REVISION
NO.
PRO
JEC
T
MAS
ONT
OW
N BO
ROUG
H1
E. C
HU
RC
H A
VEN
UE
OW
NER
MA
SON
TOW
N, P
A 1
5461
GRADING PLANAND BOAT RAMP
PROFILE
RIVE
RSID
E RE
CREA
TION
ARE
AM
AD
ISO
N A
VEN
UE
CONFIDENTIAL - ALL RIGHTS RESERVED
AERDESIGNED
BHWDRAWN
AERCHECKED
DATEOCTOBER 13, 2020
PROJECT NUMBERS19-087-02
MA
SON
TOW
N, P
A 1
5461
SHEET NAME
SCALE:
0
SCALE IN FEET
2
C-200
HORZ = 1:15 | VERT = 1:3
BOAT RAMP PROFILE
15 30
SCALE:
0
SCALE IN FEET
1
C-200
1:15
GRADING PLAN
15 30
![Page 6: Z ] À ] Z ] } v D ] } v À X D } v } Á v U W](https://reader043.documents.pub/reader043/viewer/2022032806/623e9a2dafa1b5373435c978/html5/page/6.jpg)
7
7
0
7
8
1
7
6
0
7
7
4
776
7
7
8
7
8
0
772
7
7
0
7
7
4
7
7
9
780
766
7
6
4
780
100-YR FLOODWAY
100-YR FLOODPLAIN
7
7
5
7
7
7
RA
IN G
AR
DE
N
PROPOSED CONCRETE
BOAT RAMP W/ RIPRAP
SCOUR PROTECTION
PROPOSED 24' ALUMINUM GANGWAY
PROPOSED FLOATING DOCK
PROPOSED DOCK
PILINGS
PROPOSED CONCRETE
SIDEWALK
FLOATING DOCK 1
BOAT RAMP 1-1
MO
NO
NG
AH
ELA
RIV
ER
(CH
93 W
WF)
U
N
T
M
O
N
O
N
G
A
H
E
L
A
R
I
V
E
R
(
C
H
9
3
W
W
F
)
LIGHT POLE 2
BOAT RAMP 1-2
PARKING AREA 1
LIGHT POLE 1
RAIN GARDEN 1
ELECTRIC CONDUIT 1
OUTLET PIPE 1
PROPOSED PAVED
PARKING AREA
WATERCOURSE & FLOODPLAIN
CROSS SECTION ALIGNMENT
GANGWAY 1-1
GANGWAY 1-2
DATE DESCRIPTION
SHEET NUMBER
1060 EBERLY WAYLEMONT FURNACE, PA 15456
Phone 724.438.4010Fax 724.438.4017
SEAL
REVISION
NO.
PRO
JEC
T
OW
NER
CONFIDENTIAL - ALL RIGHTS RESERVED
DESIGNED DRAWN CHECKED
DATE PROJECT NUMBER
SHEET NAME
LEGEND
FLOODWAY IMPACTS
IMPACTS
FLOATING DOCK 1: INSTALLATION OF A PERMANENT FLOATING DOCK
WITH PILINGS PROJECTING INTO THE WATERCOURSE.
WC: 71' X 28'
GANGWAY 1-1: INSTALLATION OF A GANGWAY ATTACHED TO THE
FLOATING DOCK PROJECTING INTO THE WATERCOURSE.
WC: 5' X 20'
GANGWAY 1-2: INSTALLATION OF A GANGWAY ATTACHED TO THE
FLOATING DOCK PROJECTING INTO THE FLOODWAY.
FW: 5' X 10'
BOAT RAMP 1-1: CONSTRUCTION OF PROPOSED BOAT RAMP WITH
SCOUR PROTECTION AND 24' GANGWAY IN WATERCOURSE.
WC: 36' X 39'
BOAT RAMP 1-2: CONSTRUCTION OF PROPOSED BOAT RAMP WITH
SCOUR PROTECTION AND SIDEWALK IN FLOODWAY.
FW: 36' X 7'
PARKING AREA 1: EXCAVATION AND CONSTRUCTION OF A PAVED
PARKING AREA AND CONCRETE SIDEWALK IN FLOODWAY.
FW: 17,413 SF
RAIN GARDEN 1: EXCAVATION AND CONSTRUCTION OF A RAIN
GARDEN PCSM BMP IN FLOODWAY.
FW: 138' X 24'
OUTLET PIPE 1: EXCAVATION AND INSTALLATION FOR AN OUTLET
PIPE FROM THE RAIN GARDEN TO AN EXISTING STORM SEWER PIPE
IN FLOODWAY.
FW: 15' X 49'
ELECTRIC CONDUIT: EXCAVATION AND INSTALLATION FOR
ELECTRICAL CONDUIT IN FLOODWAY.
FW: 5' X 22'
LIGHT POST 1: INSTALLATION OF A LIGHT POST IN FLOODWAY.
FW: 2' X 2'
LIGHT POST 2: INSTALLATION OF A LIGHT POST IN FLOODWAY.
FW: 2' X 2'
SITE PHOTO NUMBER
NOTE:
1. ALL EXCESS CUT MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY.
2. CONTRACTOR TO AVOID THE INTRODUCTION OF NATIVE SPECIES BY CLEANING EQUIPMENT BEFORE
BRINGING TO SITE AND ONLY USING MULCH, SEED AND PLANTINGS SPECIFIED IN THE APPROVED
EROSION AND SEDIMENT CONTROL PERMIT.
WATERCOURSE IMPACTS
C-300
MAS
ONT
OW
N BO
ROUG
H1
E. C
HU
RC
H A
VEN
UE
MA
SON
TOW
N, P
A 1
5461
WATERCOURSE &FLOODPLAIN
IMPACTS
RIVE
RSID
E RE
CREA
TION
ARE
AM
AD
ISO
N A
VEN
UE
AER BHW AER
OCTOBER 13, 2020 S19-087-02
MA
SON
TOW
N, P
A 1
5461
SCALE:
0
SCALE IN FEET
1
C-300
1:20
WATERCOURSE & FLOODPLAIN IMPACTS
20 40
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