Nay_Aug_Basketball_Pickleball_E&S_Plan_Set_7-10-24.pdf

PREPARED BY:

REILLY ASSOCIATES

ENGINEERING / ENVIRONMENTAL / SURVEYING

49 SOUTH MAIN STREET

SUITE 200

PITTSTON, PA 18640

(570) 654-2473

RA# 22010.21

NPDES PERMIT PLANS

EROSION AND SEDIMENT CONTROL PLAN

for

NAY AUG PARK PICKLEBALL COURTS

PREPARED FOR

CITY OF SCRANTON

340 N WASHINGTON STREET

SCRANTON, PA 18503

LACKAWANNA COUNTY, PENNSYLVANIA

JUNE 3, 2024

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A M :1 tel: 570.421.7320 fax: 570.421.7230 www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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BOLLARD 6"

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BOLLARD 6"

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FENCE

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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EDGE OF CONCRETE

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SANITARY SEWER MANHOLE AND PIPE

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UTILITY POLE WITH OVREHEAD ELECTRIC LINE

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GAS VALVE AND PIPE

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BUILDING

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WATER PIPE WITH HYDRANT AND SHUTOFF VALVE

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UNDERGROUND ELECTRIC LINE WITH LIGHT POLE

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CHAINLINK FENCE

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TREE

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CONTOUR

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SOIL BOUNDARY

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STORMWATER PIPE, INLET AND MANHOLE

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STEEP SLOPES OVER 25%

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STEEP SLOPES 15%-25%

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LIMIT OF EARTH DISTURBANCE (3.9 ACRES)

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NPDES BOUNDARY (4.3 ACRES)

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TEST PIT LOCATION

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SITE ANALYSIS PLAN

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EXISTING RESOURCE /

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AS NOTED

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FEET

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SCALE

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JPS

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EV

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DRAWN:

AutoCAD SHX Text 6/3/2024

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AutoCAD SHX Text

PER PAWC ENGR REVIEW LTR DATED 6/19/2024

AutoCAD SHX Text 6/24/24

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PER PAWC ENGR REVIEW LTR DATED 7/3/2024

AutoCAD SHX Text 7/8/24

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

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AutoCAD SHX Text Project No.

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CITY OF SCRANTON

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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NAY AUG PARK PICKLEBALL COURTS

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NPDES PLANS

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LEGEND

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SOILS LEGEND

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DESIGNATION

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DESCRIPTION

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SLOPE

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DYSTROCHREPTS AND ROCK OUTCROP, MODERATELY STEEP

AutoCAD SHX Text 0%%%-25%%%

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HYDROLOGIC GROUP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 25%%%-70%%%

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DYSTROCHREPTS AND ROCK OUTCROP, STEEP

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MATCH LINE SEE SHEET 3

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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EDGE OF CONCRETE

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SANITARY SEWER MANHOLE AND PIPE

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UTILITY POLE WITH OVREHEAD ELECTRIC LINE

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GAS VALVE AND PIPE

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BUILDING

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WATER PIPE WITH HYDRANT AND SHUTOFF VALVE

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UNDERGROUND ELECTRIC LINE WITH LIGHT POLE

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CHAINLINK FENCE

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TREE

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CONTOUR

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SOIL BOUNDARY

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STORMWATER PIPE, INLET AND MANHOLE

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STEEP SLOPES OVER 25%

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STEEP SLOPES 15%-25%

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LIMIT OF EARTH DISTURBANCE (3.9 ACRES)

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NPDES BOUNDARY (4.3 ACRES)

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TEST PIT LOCATION

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FEET

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SCALE

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JPS

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EV

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DRAWN:

AutoCAD SHX Text 6/3/2024

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PER PAWC ENGR REVIEW LTR DATED 6/19/2024

AutoCAD SHX Text 6/24/24

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PER PAWC ENGR REVIEW LTR DATED 7/3/2024

AutoCAD SHX Text 7/8/24

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

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AutoCAD SHX Text Project No.

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CITY OF SCRANTON

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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NAY AUG PARK PICKLEBALL COURTS

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NPDES PLANS

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LEGEND

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SOILS LEGEND

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DESIGNATION

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DESCRIPTION

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SLOPE

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DYSTROCHREPTS AND ROCK OUTCROP, MODERATELY STEEP

AutoCAD SHX Text 0%%%-25%%%

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HYDROLOGIC GROUP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 25%%%-70%%%

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DYSTROCHREPTS AND ROCK OUTCROP, STEEP

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SITE ANALYSIS PLAN

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EXISTING RESOURCE /

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AS NOTED

MATCH LINE SEE SHEET 2

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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BOLLARD 6"

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PROPOSED PAVILION

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NAY AUG PARK POOL PROJECT BY OTHERS (SEE PLANS BY BKP ARCHITECTS)

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SWALE 1

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PROPOSED DETENTION BASIN 1 (BMP ID #1)

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RA 1

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FORMER GRAVEL PARKING AREA SHALL HAVE 6" OF TOPSOIL PLACED OVER TOP AND SEEDED

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SWALE 2

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RCE-1

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CFS 3

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CFS 2

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CFS 1

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CFS 5

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STAGING AREA

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STOCKPILE AREA

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CFS 4

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12" CFS

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12" CFS

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12' CFS

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ROCK CONSTRUCTION ENTRANCE

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PROTECT ALL TREES ALONG TRENCH PROPOSED FOR NEW SANITARY LINE

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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EDGE OF CONCRETE

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SANITARY SEWER MANHOLE AND PIPE

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UTILITY POLE WITH OVREHEAD ELECTRIC LINE

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GAS VALVE AND PIPE

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BUILDING

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WATER PIPE WITH HYDRANT AND SHUTOFF VALVE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE WITH LIGHT POLE

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CHAINLINK FENCE

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TREE

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CONTOUR

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SOIL BOUNDARY

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STORMWATER PIPE, INLET AND MANHOLE

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PROPOSED SWALE LINING

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PROPOSED EROSION CONTROL MATTING- ALL SLOPES 3:1 AND GREATER

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PROPOSED EDGE OF PAVEMENT

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PROPOSED 4' HIGH CHAIN LINK FENCE

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PROPOSED CONTOUR

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PROPOSED UNDERGROUND ELECTRIC CONDUIT / JUNCTION BOX

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PROPOSED STORM PIPE, INLET & YARD DRAIN

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PROPOSED 8' CHAIN LINK FENCE

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LIMIT OF EARTH DISTURBANCE (3.9 ACRES)

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NPDES BOUNDARY (4.3 ACRES)

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POLLUTION CONTROL PLAN

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EROSION AND SEDIMENT

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AS NOTED

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FEET

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SCALE

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JPS

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EV

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DRAWN:

AutoCAD SHX Text 6/3/2024

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AutoCAD SHX Text

PER PAWC ENGR REVIEW LTR DATED 6/19/2024

AutoCAD SHX Text 6/24/24

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PER PAWC ENGR REVIEW LTR DATED 7/3/2024

AutoCAD SHX Text 7/8/24

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Approved By:

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CITY OF SCRANTON

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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NAY AUG PARK PICKLEBALL COURTS

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NPDES PLANS

AutoCAD SHX Text 22010.21

AutoCAD SHX Text Date:

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AutoCAD SHX Text Project No.

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SOILS LEGEND

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DESIGNATION

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DESCRIPTION

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SLOPE

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DYSTROCHREPTS AND ROCK OUTCROP, MODERATELY STEEP

AutoCAD SHX Text 0%%%-25%%%

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HYDROLOGIC GROUP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 25%%%-70%%%

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DYSTROCHREPTS AND ROCK OUTCROP, STEEP

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LEGEND

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MATCH LINE SEE SHEET 5

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING TO MAINTAIN CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEWATERING TO MAINTAIN WORK SITE AND MANAGE SITE STORMWATER. SOUND ATTENUATING PUMPS ARE REQUIRED. 2. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO BE APPROVED BY THE CONTRACTOR SHALL SUBMIT A DEWATERING PLAN TO BE APPROVED BY THE CITY ENGINEER. 3. PROVIDE INLET PROTECTION TO ALL INLETS DOWN SLOPE OF THE PROJECT.PROVIDE INLET PROTECTION TO ALL INLETS DOWN SLOPE OF THE PROJECT.

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PER LCD COMMENTS

7/10/24 www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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PROPOSED DETENTION BASIN 1 (BMP ID #1)

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RA 1

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FORMER GRAVEL PARKING AREA SHALL HAVE 6" OF TOPSOIL PLACED OVER TOP AND SEEDED

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DISCHARGE POINT

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(TO BE REPLACED)

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INV IN (SE) - 951.8 (12" TP)

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(SILT/SEDIMENT TO BE REMOVED FROM BOTTOM OF MANHOLE)

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CFS 5

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CFS 6

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CFS 4

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12' CFS

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ROCK CONSTRUCTION ENTRANCE

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PROTECT ALL TREES ALONG TRENCH PROPOSED FOR NEW SANITARY LINE

AutoCAD SHX Text

EDGE OF PAVEMENT

AutoCAD SHX Text

EDGE OF GRAVEL

AutoCAD SHX Text

EDGE OF CONCRETE

AutoCAD SHX Text

SANITARY SEWER MANHOLE AND PIPE

AutoCAD SHX Text

UTILITY POLE WITH OVREHEAD ELECTRIC LINE

AutoCAD SHX Text

GAS VALVE AND PIPE

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

WATER PIPE WITH HYDRANT AND SHUTOFF VALVE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE WITH LIGHT POLE

AutoCAD SHX Text

CHAINLINK FENCE

AutoCAD SHX Text

TREE

AutoCAD SHX Text

CONTOUR

AutoCAD SHX Text

SOIL BOUNDARY

AutoCAD SHX Text

STORMWATER PIPE, INLET AND MANHOLE

AutoCAD SHX Text

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PROPOSED SWALE LINING

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PROPOSED EROSION CONTROL MATTING- ALL SLOPES 3:1 AND GREATER

AutoCAD SHX Text

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PROPOSED EDGE OF PAVEMENT

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PROPOSED 4' HIGH CHAIN LINK FENCE

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PROPOSED CONTOUR

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PROPOSED UNDERGROUND ELECTRIC CONDUIT / JUNCTION BOX

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PROPOSED STORM PIPE, INLET & YARD DRAIN

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PROPOSED 8' CHAIN LINK FENCE

AutoCAD SHX Text

LIMIT OF EARTH DISTURBANCE (3.9 ACRES)

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NPDES BOUNDARY (4.3 ACRES)

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POLLUTION CONTROL PLAN

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EROSION AND SEDIMENT

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AS NOTED

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AutoCAD SHX Text

FEET

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SCALE

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AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

JPS

AutoCAD SHX Text

EV

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text 6/3/2024

AutoCAD SHX Text

AutoCAD SHX Text

PER PAWC ENGR REVIEW LTR DATED 6/19/2024

AutoCAD SHX Text 6/24/24

AutoCAD SHX Text

AutoCAD SHX Text

PER PAWC ENGR REVIEW LTR DATED 7/3/2024

AutoCAD SHX Text 7/8/24

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

AutoCAD SHX Text Date:

AutoCAD SHX Text Scale:

AutoCAD SHX Text Project No.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Drawn By:

AutoCAD SHX Text Checked By:

AutoCAD SHX Text Approved By:

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CITY OF SCRANTON

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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NAY AUG PARK PICKLEBALL COURTS

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NPDES PLANS

AutoCAD SHX Text 22010.21

AutoCAD SHX Text Date:

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AutoCAD SHX Text Project No.

AutoCAD SHX Text Sheet No.

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MATCH LINE SEE SHEET 4

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REPAIR DISTURBED PORTIONS OF EXISTING PAVEMENT (TYP.)

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REPAIR DISTURBED PORTIONS OF EXISTING PAVEMENT (TYP.)

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SOILS LEGEND

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DESIGNATION

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DESCRIPTION

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SLOPE

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DYSTROCHREPTS AND ROCK OUTCROP, MODERATELY STEEP

AutoCAD SHX Text 0%%%-25%%%

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HYDROLOGIC GROUP

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text 25%%%-70%%%

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DYSTROCHREPTS AND ROCK OUTCROP, STEEP

LEGEND

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

AutoCAD SHX Text SEQUENCE OF CONSTRUCTION ACTIVITIES ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE OF THE CONSTRUCTION SEQUENCE MUST BE COMPLETED PRIOR TO INITIATION OF SUBSEQUENT STAGES OF THE CONSTRUCTION SEQUENCE. REVISIONS TO THE CONSTRUCTION SEQUENCE SHALL BE REVIEWED AND APPROVED BY THE CONSERVATION DISTRICT PRIOR TO IMPLEMENTATION. NOTE THAT NO MORE THAN 15,000 SQ. FT. OF DISTURBED AREA MAY REACH FINAL GRADE BEFORE INITIATING SEEDING AND MULCHING OPERATION. STAGE I - PRE-CONSTRUCTION 1. A PRE-CONSTRUCTION MEETING IS REQUIRED ON THE SITE BETWEEN THE LACKAWANNA COUNTY CONSERVATION DISTRICT, THE PERMITTEE, AND A PRE-CONSTRUCTION MEETING IS REQUIRED ON THE SITE BETWEEN THE LACKAWANNA COUNTY CONSERVATION DISTRICT, THE PERMITTEE, AND ALL PARTIES INVOLVED IN EARTH DISTURBANCE. THIS IS TO BE HELD AT LEAST ONE WEEK PRIOR TO THE START OF ANY SITE ACTIVITY. 2. NOTIFY THE LACKAWANNA COUNTY CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF COMMENCING CONSTRUCTION. NOTIFY THE LACKAWANNA COUNTY CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF COMMENCING CONSTRUCTION. STAGE II -CONSTRUCTION 1. CONSTRUCT ROCK CONSTRUCTION ENTRANCES AT LOCATION SHOWN ON PLANS. CONSTRUCT ROCK CONSTRUCTION ENTRANCES AT LOCATION SHOWN ON PLANS. 2. INSTALL ALL COMPOST FILTER SOCKS AT LOCATIONS SHOWN ON PLAN AND BELOW TOPSOIL STOCKPILE. INSTALL ALL COMPOST FILTER SOCKS AT LOCATIONS SHOWN ON PLAN AND BELOW TOPSOIL STOCKPILE. 3. DEMOLITION OF EXISTING FEATURES MAY BEGIN. DEMOLITION OF EXISTING FEATURES MAY BEGIN. 4. BEGIN BULK CUT TO FILL EARTHWORK. IMPORT FILL AS NEEDED. BEGIN BULK CUT TO FILL EARTHWORK. IMPORT FILL AS NEEDED. 5. CONSTRUCTION OF THE POOL PROJECT MAY BEGIN. CONSTRUCTION OF THE POOL PROJECT MAY BEGIN. 6. INSTALL DETENTION BASIN #1. THIS IS A CRITICAL STAGE OF CONSTRUCTION. NOTIFY THE DESIGN ENGINEER SO THEY MAY BE ONSITE DURING INSTALL DETENTION BASIN #1. THIS IS A CRITICAL STAGE OF CONSTRUCTION. NOTIFY THE DESIGN ENGINEER SO THEY MAY BE ONSITE DURING CONSTRUCTION OF THIS BASIN; OTHERWISE, THE CONTRACTOR MAY NOT BE RELEASED FROM THE NPDES PERMIT. SEE PCSM BMP CONSTRUCTION SEQUENCE AND FOLLOWING FOR CONSTRUCTION: INSTALL OUTLET PIPE FROM DOWNSTREAM TO UPSTREAM AND CONCRETE CRADLE. INSTALL OUTLET CONTROL STRUCTURE. STABILIZE BASIN IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 7. INSTALL STORMWATER PIPE RUN B FROM DOWNSTREAM TO UPSTREAM, BEGINNING AT EW-B1 AND ENDING AT YARD DRAIN B6.B AND B8. INSTALL STORMWATER PIPE RUN B FROM DOWNSTREAM TO UPSTREAM, BEGINNING AT EW-B1 AND ENDING AT YARD DRAIN B6.B AND B8. INSTALL RIPRAP APRON AT EW-B1 AFTER INSTALLATION OF THE ENDWALL. INSTALL INLET PROTECTION IN ALL INLETS IN THE B RUN TRIBUTARY TO THE BASIN. 8. ANY AREAS OF THE SITE THAT ARE NOT PROPOSED TO BE PAVED/CONCRETE THAT ARE CURRENTLY GRAVEL AND UNVEGETATED SHALL BE ANY AREAS OF THE SITE THAT ARE NOT PROPOSED TO BE PAVED/CONCRETE THAT ARE CURRENTLY GRAVEL AND UNVEGETATED SHALL BE RESTORED BY RIPPING TO A MINIMUM DEPTH OF 12" AND APPLYING A MINIMUM OF 6" OF TOPSOIL. 12. INSTALL UTILITIES, INCLUDING SEWER, ELECTRIC, AND WATER. INSTALL UTILITIES, INCLUDING SEWER, ELECTRIC, AND WATER. 13. UPON REACHING FINISH GRADE, STABILIZE PAVEMENT AREAS WITH STONE SUBBASE. ALL AREAS TO REMAIN AS LAWN/MEADOW SHALL HAVE UPON REACHING FINISH GRADE, STABILIZE PAVEMENT AREAS WITH STONE SUBBASE. ALL AREAS TO REMAIN AS LAWN/MEADOW SHALL HAVE TOPSOIL PLACED, LIME AND FERTILIZER APPLIED IN ACCORDANCE WITH E&S PLAN, AND PERMANENTLY SEEDED. 14. REMOVE ROCK CONSTRUCTION ENTRANCES UPON STABILIZATION OF DISTURBED AREAS. REMOVE ROCK CONSTRUCTION ENTRANCES UPON STABILIZATION OF DISTURBED AREAS. STAGE III-BMP REMOVAL 1. UPON FINAL STABILIZATION OF THE DISTURBED AREAS (MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT UPON FINAL STABILIZATION OF THE DISTURBED AREAS (MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS), PERMANENTLY STABILIZE ANY REMAINING DISTRUBED AREAS. 2. REMOVE COMPOST FILTER SOCKS AND ANY REMAINING EROSION AND SEDIMENT CONTROL BMPS FROM PROJECT. REMOVE COMPOST FILTER SOCKS AND ANY REMAINING EROSION AND SEDIMENT CONTROL BMPS FROM PROJECT. TEMPORARY CONTROL MEASURES 1. ROCK CONSTRUCTION ENTRANCE: INSTALL ROCK CONSTRUCTION ENTRANCE PRIOR TO EARTHWORK AND IN ACCORDANCE WITH PLAN. ROCK ROCK CONSTRUCTION ENTRANCE: INSTALL ROCK CONSTRUCTION ENTRANCE PRIOR TO EARTHWORK AND IN ACCORDANCE WITH PLAN. ROCK CONSTRUCTION SHALL BE MAINTAINED DURING CONSTRUCTION AND UNTIL THE SITE IS STABILIZED. 2. COMPOST FILTER SOCK: INSTALL COMPOST FILTER SOCKS IN ACCORDANCE WITH THE PLAN AND AT LOCATIONS AS DIRECTED BY THE ENGINEER. COMPOST FILTER SOCK: INSTALL COMPOST FILTER SOCKS IN ACCORDANCE WITH THE PLAN AND AT LOCATIONS AS DIRECTED BY THE ENGINEER. FILTER SOCKS SHALL BE INSTALLED AND MAINTAINED PRIOR TO EARTHMOVING WORK, DURING CONSTRUCTION AND UNTIL THE SITE IS STABILIZED. WHERE FILTER SOCKS HAVE BEEN OVERTOPPED, UNDERMINED, OR OTHERWISE DAMAGED, REPAIR OR REPLACE COMPOST FILTER SOCK ACCORDING TO MANUFACTURER'S SPECIFICATIONS WITHIN 24 HOURS. 3. TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO AREAS DISTURBED BY GRADING OPERATIONS, WHERE FINAL GRADING AND TEMPORARY SEEDING: TEMPORARY SEEDING SHALL BE APPLIED TO AREAS DISTURBED BY GRADING OPERATIONS, WHERE FINAL GRADING AND STABILIZATION IS NOT EXPECTED TO BE IMMEDIATELY COMPLETED. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION (STEEP SLOPES AND ROADWAY EMBANKMENTS) SHALL RECEIVE TEMPORARY SEEDING, IN COMBINATION WITH STRAW MULCH OR SUITABLE EQUIVALENT AT A RATE OF 3 TONS PER ACRE. 4. TEMPORARY SLOPE LINING: ALL SLOPES STEEPER THAN 3:1 SHALL BE LINED WITH AN EROSION CONTROL BLANKET. EROSION CONTROL TEMPORARY SLOPE LINING: ALL SLOPES STEEPER THAN 3:1 SHALL BE LINED WITH AN EROSION CONTROL BLANKET. EROSION CONTROL BLANKETS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PERMANENT CONTROL MEASURES 1. PERMANENT SEEDING: PERMANENT SEEDING SHALL BE APPLIED TO DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED. PERMANENT SEEDING: PERMANENT SEEDING SHALL BE APPLIED TO DISTURBED AREAS IMMEDIATELY AFTER FINAL GRADING IS COMPLETED. PERMANENT SEEDING AND MULCH SHALL BE COMPLETED IN ACCORDANCE WITH THE RATES AND MIXTURES FOUND ON THE DRAWINGS AND HEREIN. 2. SEE PCSM PLAN AND DETAILS FOR CONSTRUCTION AND MAINTENANCE OF PERMANENT STORMWATER CONTROL BMPS. SEE PCSM PLAN AND DETAILS FOR CONSTRUCTION AND MAINTENANCE OF PERMANENT STORMWATER CONTROL BMPS. EROSION AND SEDIMENT CONTROL BMP MAINTENANCE SCHEDULE 1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM ALL EROSION AND SEDIMENTATION CONTROL MEASURES MUST BE INSPECTED AT LEAST WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT BY A QUALIFIED SITE PERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL. A WRITTEN REPORT MUST BE PREPARED DOCUMENTING THESE INSPECTIONS AND ANY REPLACEMENT/REPAIRS TO BMPS. SEDIMENT REMOVED FROM EROSION AND SEDIMENT CONTROLS SHALL BE ADDED TO TOPSOIL STOCKPILES ON SITE AND USED FOR FINAL RESTORATION OF THE SITE. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENTATION CONTROL BMPS SHOWN ON THE DRAWINGS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 2. INSPECT COMPOST FILTER SOCKS IMMEDIATELY AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED RAINFALL. MAKE ANY INSPECT COMPOST FILTER SOCKS IMMEDIATELY AFTER EACH RAINFALL EVENT AND AT LEAST DAILY DURING PROLONGED RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE COMPOST FILTER SOCK DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USEABLE TIME FRAME, AND THE BARRIER IS STILL NECESSARY, THE SOCK SHALL BE REPLACED PROMPTLY. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN SEDIMENT REACHES APPROXIMATELY 6 INCHES IN DEPTH. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE FILTER SOCK IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE, PREPARED AND SEEDED. REPAIR OR REPLACE COMPOST FILTER SOCK ACCORDING TO MANUFACTURER'S SPECIFICATIONS WITHIN 24 HOURS OF SOCK BECOMING OVERTOPPED, UNDERMINED OR OTHERWISE DAMAGED. 3. ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON-SITE FOR THIS PURPOSE. AT THE END OF EACH CONSTRUCTION DAY, ALL SEDIMENT LEFT ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE. 4. CHECK ALL SEEDED AREAS REGULARLY TO ENSURE THAT A GOOD STAND OF VEGETATION IS MAINTAINED. AREAS TO BE PERMANENTLY CHECK ALL SEEDED AREAS REGULARLY TO ENSURE THAT A GOOD STAND OF VEGETATION IS MAINTAINED. AREAS TO BE PERMANENTLY STABILIZED WITH VEGETATION SHALL BE FREQUENTLY CHECKED AND CLOSELY MONITORED FOR EFFECTIVENESS IN CONTROLLING EROSIVE STORM WATER RUNOFF VELOCITIES AND SEDIMENT TRANSPORT. AREAS SHALL BE RE-MULCHED AS OFTEN AS NECESSARY UNTIL ADEQUATE GROUND COVER IS ESTABLISHED (DEFINED AS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER SURFACE CAPABLE OF WITHSTANDING ACCELERATED EROSION). 5. INSPECT SWALES REGULARLY FOR SEDIMENT BUILD UP AND EROSION. REMOVE ACCUMULATED SEDIMENT GREATER THAN 2" AND REPAIR INSPECT SWALES REGULARLY FOR SEDIMENT BUILD UP AND EROSION. REMOVE ACCUMULATED SEDIMENT GREATER THAN 2" AND REPAIR EROSION WITH EROSION CONTROL BLANKETS AND SEEDING. 6. THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROLS DURING THE CONTRACTOR IS RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROLS DURING THE CONSTRUCTION PERIOD AND UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. THE OWNER WILL ASSUME RESPONSIBILITY FOR THE MAINTENANCE OF THE PERMANENT EROSION AND SEDIMENTATION CONTROLS UPON COMPLETION OF THE PROJECT AND FINAL ACCEPTANCE BY THE OWNER. 7. UPON REDUCTION, LOSS OR FAILURE OF ANY BMP, IMMEDIATE ACTION SHALL BE TAKEN TO RESTORE, REPAIR, OR REPLACE THE BMP TO UPON REDUCTION, LOSS OR FAILURE OF ANY BMP, IMMEDIATE ACTION SHALL BE TAKEN TO RESTORE, REPAIR, OR REPLACE THE BMP TO ENSURE NO POLLUTION DISCHARGES TO WATERS OF THE COMMONWEALTH. 8. INSPECT TEMPORARY ACCESS ROADS WEEKLY AFTER EACH RUNOFF EVENT, DAMAGED ROADWAYS, DITCHES, OR CROSS DRAINS SHALL BE INSPECT TEMPORARY ACCESS ROADS WEEKLY AFTER EACH RUNOFF EVENT, DAMAGED ROADWAYS, DITCHES, OR CROSS DRAINS SHALL BE REPAIRED IMMEDIATELY. 9. INSPECT FILTER BAGS DAILY FOR TEARS OR DOWNSLOPE EROSION, PUMPING SHALL CEASE UNTIL REPAIRS ARE MADE. INSPECT FILTER BAGS DAILY FOR TEARS OR DOWNSLOPE EROSION, PUMPING SHALL CEASE UNTIL REPAIRS ARE MADE. 10. INSPECT CONCRETE WASHOUT BEFORE USE TO ENSURE COMPOST FILTER SOCK IS IN GOOD CONDITION AND CONCRETE WILL NOT BYPASS OR INSPECT CONCRETE WASHOUT BEFORE USE TO ENSURE COMPOST FILTER SOCK IS IN GOOD CONDITION AND CONCRETE WILL NOT BYPASS OR OVERTOP ANY SECTION OF SOCK.

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JPS

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DRAWN:

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PER PAWC ENGR REVIEW LTR DATED 6/19/2024

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PER PAWC ENGR REVIEW LTR DATED 7/3/2024

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REVISIONS

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NO.

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REVISIONS

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APPROVED:

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DATE

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AutoCAD SHX Text ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED BY CONTRACTOR AT THE SITE.

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CITY OF SCRANTON

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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NAY AUG PARK PICKLEBALL COURTS

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NPDES PLANS

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POLLUTION CONTROL DETAILS

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EROSION AND SEDIMENT

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AS NOTED

AutoCAD SHX Text EROSION AND SEDIMENT POLLUTION CONTROL NOTES 1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION. 2. 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 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, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LACKAWANNA COUNTY CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING. 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 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 IN WRITING FROM THE LACKAWANNA COUNTY CONSERVATION DISTRICT ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LACKAWANNA COUNTY CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION. 5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN. 7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN. 8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. 9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LACKAWANNA COUNTY CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT. 10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE. 11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LACKAWANNA COUNTY CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LACKAWANNA COUNTY CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. 12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING. 13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 14. VEHICLES AND EQUIPMENT SHALL ACCESS THE SITE ONLY THROUGH DESIGNATED ENTRANCES THAT HAVE BEEN OUTFITTED WITH APPROPRIATE E&S CONTROLS (I.E. ROCK CONSTRUCTION ENTRANCE) OR HAVE BEEN APPROVED BY THE LACKAWANNA VEHICLES AND EQUIPMENT SHALL ACCESS THE SITE ONLY THROUGH DESIGNATED ENTRANCES THAT HAVE BEEN OUTFITTED WITH APPROPRIATE E&S CONTROLS (I.E. ROCK CONSTRUCTION ENTRANCE) OR HAVE BEEN APPROVED BY THE LACKAWANNA COUNTY CONSERVATION DISTRICT. 15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 16. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 18. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. SEDIMENT REMOVED FROM BMP'S MAY BE UTILIZED IN LANDSCAPING AREAS AND AREAS TO BE IMMEDIATELY SEEDED/MULCHED OR AREAS ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. SEDIMENT REMOVED FROM BMP'S MAY BE UTILIZED IN LANDSCAPING AREAS AND AREAS TO BE IMMEDIATELY SEEDED/MULCHED OR AREAS UPSLOPE OF COMPOST FILTER SOCK. 19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES - 6 TO 12 INCHES ON COMPACTED SOILS - PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUT-SLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 22. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 23. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 24. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 25. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 26. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN. 27. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS. 28. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS. 29. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LACKAWANNA COUNTY CONSERVATION DISTRICT OR THE E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LACKAWANNA COUNTY CONSERVATION DISTRICT OR THE DEPARTMENT. 30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LACKAWANNA COUNTY CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LACKAWANNA COUNTY CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS. 31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON. 32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LACKAWANNA COUNTY CONSERVATION DISTRICT TO SCHEDULE A FINAL UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LACKAWANNA COUNTY CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION. 33. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION. 34. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES. ALL CHANNELS SHALL BE KEPT FREE OF OBSTRUCTIONS INCLUDING BUT NOT LIMITED TO FILL, ROCKS, LEAVES, WOODY DEBRIS, ACCUMULATED SEDIMENT, EXCESS VEGETATION, AND CONSTRUCTION MATERIAL/WASTES. 35. UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE. 36. SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE SURFACE WATERS. SEDIMENT BASINS AND/OR TRAPS SHALL BE KEPT FREE OF ALL CONSTRUCTION WASTE, WASH WATER, AND OTHER DEBRIS HAVING POTENTIAL TO CLOG THE BASIN/TRAP OUTLET STRUCTURES AND/OR POLLUTE THE SURFACE WATERS. 37. ANY DAMAGE THAT OCCURS IN WHOLE OR IN PART AS A RESULT OF BASIN OR TRAP DISCHARGE SHALL BE IMMEDIATELY REPAIRED BY THE PERMITTEE IN A PERMANENT MANNER SATISFACTORY TO THE MUNICIPALITY, LOCAL CONSERVATION DISTRICT, AND ANY DAMAGE THAT OCCURS IN WHOLE OR IN PART AS A RESULT OF BASIN OR TRAP DISCHARGE SHALL BE IMMEDIATELY REPAIRED BY THE PERMITTEE IN A PERMANENT MANNER SATISFACTORY TO THE MUNICIPALITY, LOCAL CONSERVATION DISTRICT, AND THE OWNER OF THE DAMAGED PROPERTY. 38. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS. 39. ALL WASTE MATERIAL, SUCH AS ITEMS USED DURING CONSTRUCTION, E&S CONTROL BMPS (I.E. SILT FENCE/COMPOST FILTER SOCK, TEMPORARY RISER PIPE, GEOTEXTILE, ETC.), AND EXPORT FILL MATERIAL SHALL BE DISPOSED OF OR RECYCLED IN ALL WASTE MATERIAL, SUCH AS ITEMS USED DURING CONSTRUCTION, E&S CONTROL BMPS (I.E. SILT FENCE/COMPOST FILTER SOCK, TEMPORARY RISER PIPE, GEOTEXTILE, ETC.), AND EXPORT FILL MATERIAL SHALL BE DISPOSED OF OR RECYCLED IN ACCORDANCE WITH ALL APPLICABLE LAWS OF THE COMMONWEALTH. MATERIAL REMOVED FROM THE SITE THAT MEETS DEFINITION OF CLEAN FILL SHALL BE TAKEN TO A SITE WITH AN APPROVED E&S PLAN. ALL FILL BROUGHT ONTO THE SITE MUST COMPLY WITH STANDARDS OUTLINED IN THE AUGUST 2010, PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION, MANAGEMENT OF FILL POLICY, FOR CLEAN FILL, AND IF APPROPRIATE BE ACCOMPANIED BY FORM FP-001, CERTIFICATION OF ORIGIN OF CLEAN FILL. 40. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE.) 41. ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF THE DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL". 42. THE SITE DOES NOT CONTAIN ANY GEOLOGIC SOIL CONDITIONS THAT HAVE THE POTENTIAL TO CAUSE POLLUTION, OTHER THAN SEDIMENT LADEN RUNOFF THE SITE DOES NOT CONTAIN ANY GEOLOGIC SOIL CONDITIONS THAT HAVE THE POTENTIAL TO CAUSE POLLUTION, OTHER THAN SEDIMENT LADEN RUNOFF WHICH IS ADDRESSED BY THE E&S BMPS.

AutoCAD SHX Text THERMAL IMPACTS HAVE BEEN AVOIDED BY UTILIZING COMPOST FILTER SOCKS AND DISCHARGING RUNOFF TO THE DETENTION BASIN. THESE BMPS WILL CAPTURE THE FIRST FLUSH OF RUNOFF TO COOL SURFACE RUNOFF. THE SITE IS LOCATED WITHIN THE ROARING BROOK WATERSHED, WHICH IS CLASSIFIED IN CHAPTER 93 AS COLD WATER FISH, OR CWF, MF.

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PER LCD COMMENTS

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

CFS

NO.

SIZE

(IN)

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JPS

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EV

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DRAWN:

AutoCAD SHX Text 6/3/2024

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PER PAWC ENGR REVIEW LTR DATED 6/19/2024

AutoCAD SHX Text 6/24/24

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PER PAWC ENGR REVIEW LTR DATED 7/3/2024

AutoCAD SHX Text 7/8/24

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REVISIONS

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NO.

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CHK'D:

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REVISIONS

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APPROVED:

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DATE

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APP'D

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CITY OF SCRANTON

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PENNSYLVANIA

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CITY OF SCRANTON, LACKAWANNA COUNTY

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NAY AUG PARK PICKLEBALL COURTS

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NPDES PLANS

AutoCAD SHX Text 22010.21

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POLLUTION CONTROL DETAILS

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EROSION AND SEDIMENT

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AS NOTED

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%%USOIL AMENDMENT APPLICATION RATE EQUIVALENTS

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%%UMULCH APPLICATION RATES

AutoCAD SHX Text 1,240

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STRAW

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HAY

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WOOD CHIPS

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LBS PER 1000 S.Y.

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LBS PER 1,000 S.F.

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TONS PER ACRE

AutoCAD SHX Text 1,240

AutoCAD SHX Text 1,650-2,500

AutoCAD SHX Text 185-275

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HYDROMULCH

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AutoCAD SHX Text 4-6

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MULCH TYPE

AutoCAD SHX Text 2,480

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AGRICULTURAL LIME

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10-20-20 FERTILIZER

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LBS PER 1000 S.Y.

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LBS PER 1,000 S.F.

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PER ACRE

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6 TONS

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1,000 LB.

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SOIL…