2-2026-05-21 Ghost Town Trail 2024 Storm Repairs Twin Rocks Trail Repairs.pdf

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GHOST TOWN TRAIL

2024 STORM REPAIRS

(TWIN ROCKS TRAIL REPAIRS)

CAMBRIA COUNTY CONSERVATION

& RECREATION AUTHORITY

www.eadsgroup.com

ENGINEERING ARCHITECTURE AND DESIGN SERVICES

1126 Eighth Avenue, Altoona, PA 16602 814-944-5035 (phone)

814-944-4862 (fax)

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JACKSON TOWNSHIP

CAMBRIA COUNTY, PA

MAY 2026

TOWNSHIP

WATER SERVICE

ELECTRIC

SANITARY SEWER

LIST OF UTILITIES

PA ONE CALL SYSTEM, INC.

1-800-242-1776

PENNSYLVANIA! CALL 1-800-242-1776

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UNDERGROUND UTILITY LINE PROTECTION ACT

BEFORE YOU DIG ANYWHERE IN

1-800-242-1776

PENNSYLVANIA 1 CALL SERIAL NUMBER:

DESIGN LEVEL: 20261251987 05/05/2026 FINAL - JACKSON TWP

20261251988 05/05/2026 FINAL - BLACKLICK TWP

NON-MEMBERS SHALL BE

CONTACTED DIRECTLY PA ACT 187

(1996) REQUIRES NOTIFICATION BY

ANY PERSON PREPARING TO

DISTURB THE EARTH'S SURFACE

ANYWHERE IN THE

COMMONWEALTH. PA. ACT 38

(1991) REQUIRES THREE (3)

WORKING DAYS NOTICE TO

UTILITIES BEFORE YOU EXCAVATE,

DRILL OR BLAST. OSHA 1926.651

SPECIAL EXCAVATION

REQUIREMENTS

CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF PA ONE CALL ACT

287 OF 1974 AS AMENDED BY ACT 187 OF 1986.

PA ACT 287 OF 1974 AS

AMENDED BY ACT 187 OF

1996 73 P.S. & 176 ET. SEQ.

C-0.00 COVER SHEET

C-1.00 INDEX

C-2.00 TRAIL REPAIRS

C-2.01 TRAIL REPAIRS

C-3.00 NOTES AND DETAILS

C-6.00 EROSION & SEDIMENTATION CONTROL PLAN

C-6.01 EROSION & SEDIMENTATION CONTROL NOTES

C-6.02 EROSION & SEDIMENTATION CONTROL DETAILS

SHEET INDEX:

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LOCATION MAP

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AutoCAD SHX Text 2000'

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SCALE: 1"=2000'

AutoCAD SHX Text COMPANY: JACKSON TOWNSHIP JACKSON TOWNSHIP ADDRESS: 513 PIKE ROAD 513 PIKE ROAD JOHNSTOWN, PA 15909 CONTACT: DIANE COOPER DIANE COOPER EMAIL: OFFICE@JACKSONTWPPA.COM OFFICE@JACKSONTWPPA.COM PHONE: 814-749-0725 814-749-0725 COMPANY: JACKSON TOWNSHIP WATER AUTHORITY JACKSON TOWNSHIP WATER AUTHORITY ADDRESS: 2949 WILLIAM PENN AVENUE 2949 WILLIAM PENN AVENUE JOHNSTOWN, PA 15909 CONTACT: FRED MEIER FRED MEIER EMAIL: JACKSONWATERH2O@YAHOO.COM JACKSONWATERH2O@YAHOO.COM PHONE: 814-214-3414 814-214-3414 COMPANY: FIRSTENERGY CORPORATION FIRSTENERGY CORPORATION ADDRESS: 21 S MAIN ST 21 S MAIN ST AKRON, OH. 44308 CONTACT: MELLYSSA ADAMS MELLYSSA ADAMS EMAIL: MADAMS@FIRSTENERGYCORP.COM MADAMS@FIRSTENERGYCORP.COM PHONE: 330-604-4073 330-604-4073 COMPANY: BLACKLICK VALLEY MUNICIPAL AUTHORITY BLACKLICK VALLEY MUNICIPAL AUTHORITY ADDRESS: 104 FIRST STREET, PO BOX 272 104 FIRST STREET, PO BOX 272 TWIN ROCKS, PA 15960 CONTACT: MICHAEL PISARCIK MICHAEL PISARCIK EMAIL: BVMAROX@HOTMAIL.COM BVMAROX@HOTMAIL.COM PHONE: 814-749-8763 814-749-8763 COMPANY:JACKSON/EAST TAYLOR SEWER AUTHORITY ADDRESS: 2603 WILLIAM PENN AVENUE 2603 WILLIAM PENN AVENUE JOHNSTOWN, PA 15909 CONTACT: BRIAN DAUGHENBAUGH BRIAN DAUGHENBAUGH EMAIL: JETSAMT@ATLANTICBB.NET JETSAMT@ATLANTICBB.NET PHONE: 814-241-5778 814-241-5778

AutoCAD SHX Text THE CONTRACTOR SHALL COMPLY WITH WITH ALL THE APPLICABLE REQUIREMENTS OF ACT No. 187 OF THE GENERAL ASSEMBLY OF THE COMMONWEALTH OF PENNSYLVANIA, APPROVED NOVEMBER 18, 1996. THE FOLLOWING IS A LIST OF KNOWN PUBLIC UTILITIES LOCATED WITHIN THE PROJECT AREA.

AutoCAD SHX Text %%UCOMMONWEALTH OF PENNSYLVANIA ACT No. 187

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%%UPENNSYLVANIA ONE CALL

STATION ROAD (S.R. 271)

PLANK ROAD (S.R. 3047)

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C-2.01

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EXISTING PIPE TO BE REMOVED AND REPLACED

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SCALE: 1"=500'

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PLANK ROAD (S.R. 3047)

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PLANK ROAD (S.R. 3047)

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TRAIL RESURFACING

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TRAIL RESURFACING

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200LF FULL DEPTH TRAIL RESTORATION WITH GEO GRID

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300LF DITCH CLEANING AND RESTORATION

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200LF DITCH CLEANING AND RESTORATION

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100LF FULL DEPTH TRAIL RESTORATION WITH GEO GRID

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590LF FULL DEPTH TRAIL RESTORATION WITH GEO GRID

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BLACKLICK

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CREEK

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BLACKLICK

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CREEK

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GHOST TOWN TRAIL

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AutoCAD SHX Text 0'

AutoCAD SHX Text 200'

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SCALE: 1"=200'

AutoCAD SHX Text TRAIL SURFACE RESTORATION 10' WIDE x 8070LF, REFER TO DETAIL 1/C-3.00 TRAIL FULL DEPTH W/ GEO GRID, REFER TO DETAIL 2/C-3.00 DITCH CLEANING AND RESTORATION PROPERTY LINE OR RIGHT-OF-WAY

AutoCAD SHX Text

REFER TO C-2.01 FOR CONTINUATION

TRAIL REPAIR NOTES: 02-REPAIR 40 LF OF WOODEN SPLIT RAIL FENCE. 03-REPAIR EMBANKMENT WITH 534CY OF NATIVE SOIL ABOVE THE RIVER, LOCATION IS 15FT FROM THE TRAIL FOR AN AREA OF 60FT LONG x 20FT WIDE x 12FT DEEP.

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STATION ROAD (S.R. 271)

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PLANK ROAD (S.R. 3047)

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TRAIL RESURFACING

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TRAIL RESURFACING

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200LF FULL DEPTH TRAIL RESTORATION WITH GEO GRID

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350LF DITCH CLEANING AND RESTORATION

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340LF DITCH CLEANING AND RESTORATION

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200LF FULL DEPTH TRAIL RESTORATION WITH GEO GRID

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PIPE REPLACEMENT

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EMBANKMENT STABILIZATION

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PIPE REPLACEMENT

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50LF FULL DEPTH TRAIL RESTORATION WITH GEO GRID

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BLACKLICK

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CREEK

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BLACKLICK

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CREEK

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GHOST TOWN TRAIL

AutoCAD SHX Text 200'

AutoCAD SHX Text 0'

AutoCAD SHX Text 200'

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SCALE: 1"=200'

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REFER TO C-2.00 FOR CONTINUATION

AutoCAD SHX Text TRAIL REPAIR NOTES: 04 - REPAIR EMBANKMENT WITH 54CY OF NATIVE SOIL ABOVE THE RIVER FOR AN AREA OF 12FT LONG x 12FT WIDE x 10FT DEEP. 08 - REPLACE CULVERT WITH HDPE 30FT LONG x 24IN DIA PIPE. BACK FILL CULVERT WITH 7CY OF AASHTO #2A FILL COMPACTED FOR AN AREA OF 11FT LONG x 5FT WIDE x 3FT DEEP. RESTORE TRAIL SURFACE AS SPECIFIED, TO THE ORIGINAL GRADE. 09 - REPLACE EXISTING CULVERT WITH HDPE PIPE 30FT LONG x 15IN DIA PIPE. BACKFILL CULVERT WITH 7CY AASHTO #2A OF 11FT LONG x 5FT WIDE x 3FT DEEP, COMPACTED AND RESTORE TRAIL AS SPECIFIED, TO THE ORIGINAL TRAIL GRADE.

TRAIL SURFACE RESTORATION 10' WIDE x 8070LF, REFER TO DETAIL 1/C-3.00 TRAIL FULL DEPTH W/ GEO GRID, REFER TO DETAIL 2/C-3.00 DITCH CLEANING AND RESTORATION PROPERTY LINE OR RIGHT-OF-WAY

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GENERAL NOTES

TRENCH BEDDING AND BACKFILL

STABILIZED AND NONSTABILIZED SURFACES

NOT TO SCALE

ENVIROGRID® GEOCELL EGA 40 CELL AND PANEL SECTION DETAILS

ENVIROGRID® GEOCELL PRODUCT DETAILS

MANUFACTURER NOTES:

1. PERFORATIONS RANGE FROM 11% TO 16%.

2. TYPICAL CELL HEIGHTS ARE 3", 4", 6", 8".

3. CUSTOM CELL HEIGHTS CAN BE MADE FOR SPECIFIC PROJECTS.

EXPANDED

STANDARD PANELS CONSIST OF 29 CELLS.

CUSTOM PANELS CAN BE MADE FOR SPECIFIC PROJECTS.

COLLAPSED

ISOMETRIC VIEW

EXPANDED

CELL WIDTH

20"

(508 MM)

CELL SIZE

EXPANDED

CELL LENGTH

18.7"

(475 MM)

EXPANDED

CELL AREA

187"²

(1206 CM²)

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 4812-005.

FULL DEPTH TRAIL RESTORATION WITH GEO GRID

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. DO NOT SCALE DRAWING.

3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS

FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.

4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY

THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.

5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER

REFERENCE NUMBER 4812-092.

CROSS SECTION

SLOPE

(MIN 2%)

SLOPE

(MIN 2%)

1" TO 2" OVERFILL

ENVIROGRID FILLED

WITH INFILL

(COMPACTED PER

ENGINEER'S SPECIFICATIONS)

NON-WOVEN GEOTEXTILE

LAYER (IF REQUIRED)

COMPACTED SUBGRADE

(PER ENGINEER'S

SPECIFICATIONS)

MANUFACTURER NOTES:

1. DESIGN & INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

2. SUGGESTED INFILL MATERIALS: ANGULAR ROCK, SANDY SOIL AND/OR NON-CLAY BASED SOIL, RECYCLED ASPHALT OR CONCRETE.

(NOT LIMITED TO THESE)

3. BASED ON THE APPLICATION, THE CELL DEPTH CAN BE 3", 4", 6" OR 8".

4. ALL DIMENSIONS ARE CONSIDERED TRUE AND REFLECT MANUFACTURER'S SPECIFICATIONS.

FOR REFERENCE ONLY

AutoCAD SHX Text

C TRAIL

AutoCAD SHX Text L

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 6'-0"

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FINISHED GRADE

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2%-4% SUBGRADE

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TRAIL RESURFACING SECTION

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NTS

AutoCAD SHX Text NOTES: 1. GRADE AND SHAPE AS REQUIRED TO PROVIDE A 2%-4% CROSS SLOPE GRADE AND SHAPE AS REQUIRED TO PROVIDE A 2%-4% CROSS SLOPE ON SUBGRADE AND ON AGGREGATE MATERIAL SURFACES. 2. DO NOT PERMIT CONSTRUCTION VEHICLES ON FINISHED TRAIL SURFACE. DO NOT PERMIT CONSTRUCTION VEHICLES ON FINISHED TRAIL SURFACE. CONTRACTOR IS RESPONSIBLE TO REPAIR ANY IRREGULAR SURFACE OR RUTTING AS DIRECTED, AT NO ADDITIONAL COST. 3. "WHERE NECESSARY", EXCAVATION BETWEEN FINISHED GRADE AND "WHERE NECESSARY", EXCAVATION BETWEEN FINISHED GRADE AND SUBGRADE.

AutoCAD SHX Text

EXISTING BASE

AutoCAD SHX Text

NEW AASHTO NO. 10 STONE 2" DEPTH

AutoCAD SHX Text 2%

AutoCAD SHX Text

1. NO FIELD SURVEY WAS COMPLETED NO FIELD SURVEY WAS COMPLETED 2. CONTRACTOR TO VERIFY ALL UTILITIES BEFORE COMMENCING DIGGING OR GRADING CONTRACTOR TO VERIFY ALL UTILITIES BEFORE COMMENCING DIGGING OR GRADING OPERATIONS. NO UTILITY INFORMATION HAS BEEN DRAFTED FROM EXISTING PLANS. 3. THE PROPERTY LINES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE AND THE PROPERTY LINES SHOWN ON THE CONTRACT DRAWINGS ARE APPROXIMATE AND WERE DERIVED FROM TAX MAP RECORDS OBTAINED FROM THE BLAIR COUNTY COURTHOUSE AND REFLECTS THE ACCURACY AND/OR INACCURACY OF THE TAX MAP INFORMATION. 4. BY GRAPHICAL PLOTTING ONLY, THE DESCRIBED SUBJECT PROPERTY DOES NOT LIE BY GRAPHICAL PLOTTING ONLY, THE DESCRIBED SUBJECT PROPERTY DOES NOT LIE WITHIN FLOOD HAZARD AREAS IN ACCORDANCE WITH THE LATEST APPROPRIATE FLOOD INSURANCE RATE MAP. 5. ALL CONSTRUCTION IS TO CONFORM TO THE SPECIFICATIONS OF THE LOCAL MUNICIPAL ALL CONSTRUCTION IS TO CONFORM TO THE SPECIFICATIONS OF THE LOCAL MUNICIPAL ORDINANCES. 6. UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND IT IS THE UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND IT IS THE CONTRACTORS RESPONSIBILITY, AS PER ACT 287, TO CONTACT THE APPROPRIATE UTILITY PROVIDER FOR MORE ACCURATE LOCATION PRIOR TO ANY EXCAVATION. ADDITIONALLY, CONTRACTOR IS TO VERIFY THE EXACT LOCATIONS AND INVERTS OF THESE UTILITIES BY EXPLORATORY EXCAVATIONS AS NEEDED. UTILITY CROSSINGS SHOWN ON PLANS AND PROFILES ARE SHOWN AT APPROXIMATE DEPTHS AND LOCATIONS. 7. CONTRACTOR IS TO NOTIFY THE PA ONE CALL SYSTEM (1-800-242-1776) NO LESS CONTRACTOR IS TO NOTIFY THE PA ONE CALL SYSTEM (1-800-242-1776) NO LESS THAN 3 NOR MORE THAN 10 DAYS PRIOR TO BEGINNING EXCAVATION OR DEMOLITION WORK. 8. CONTRACTOR SHALL NOTIFY UTILITY COMPANY IN THE EVENT ITEMS SUCH AS CONTRACTOR SHALL NOTIFY UTILITY COMPANY IN THE EVENT ITEMS SUCH AS TEMPORARY POLE SHORING IS REQUIRED. THESE ITEMS TO BE COMPLETED AT NO ADDITIONAL COST TO THE OWNER 9. .ALL MATERIALS FOR CONSTRUCTION SHALL CONFORM TO PENNDOT PUBLICATION 408, .ALL MATERIALS FOR CONSTRUCTION SHALL CONFORM TO PENNDOT PUBLICATION 408, LATEST EDITION, UNLESS OTHERWISE SPECIFIED. 10. ALL DRAINAGE STRUCTURES SHALL CONFORM TO PENNDOT ROAD CONSTRUCTION (RC) ALL DRAINAGE STRUCTURES SHALL CONFORM TO PENNDOT ROAD CONSTRUCTION (RC) STANDARDS AND PADOT PUBLICATION 408, LATEST EDITIONS. 11. EXISTING DRAINAGE FACILITIES MUST REMAIN INTACT DURING CONSTRUCTION, UNLESS EXISTING DRAINAGE FACILITIES MUST REMAIN INTACT DURING CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL TEMPORARY PIPING AND PUMPING NECESSARY SHALL BE PROVIDED BY CONTRACTOR. 12. ALL AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED IN ALL AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS AND DRAWINGS TO THEIR ORIGINAL CONDITION OR BETTER. 13. ALL DISTURBED AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE GRADED, ALL DISTURBED AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE GRADED, SEEDED, AND MULCHED. 14. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL CONFORM TO PADEP CHAPTER EROSION AND SEDIMENTATION CONTROL DEVICES SHALL CONFORM TO PADEP CHAPTER 102 FOR EROSION CONTROL AND PENNDOT RC-72 CONSTRUCTION DETAILS, LATEST EDITION. 15. CONTRACTOR TO NOTIFY THE COUNTY CONSERVATION DISTRICT NO LESS THAN 10 DAYS CONTRACTOR TO NOTIFY THE COUNTY CONSERVATION DISTRICT NO LESS THAN 10 DAYS PRIOR TO BEGINNING ANY EXCAVATION OR DEMOLITION. 16. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO VERIFY PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLAN AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 17. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 18. CONSTRUCTION DETAILS ARE PROVIDED AS PART OF THIS CONSTRUCTION PLAN SET. CONSTRUCTION DETAILS ARE PROVIDED AS PART OF THIS CONSTRUCTION PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DETAILS, WHICH ARE NOT ALWAYS SPECIFICALLY REFERENCED TO THE PLAN SHEETS, AND CONSTRUCTING THE APPROPRIATE DETAILS AS REQUIRED. 19. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE OWNER. 20. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES. 21. CONTRACTOR IS RESPONSIBLE FOR KEEPING PUBLIC STREETS FREE OF DEBRIS AND CONTRACTOR IS RESPONSIBLE FOR KEEPING PUBLIC STREETS FREE OF DEBRIS AND MUD. 22. CONTRACTOR IS RESPONSIBLE FOR PROVIDING SIGNING AND TRAFFIC CONTROL IN CONTRACTOR IS RESPONSIBLE FOR PROVIDING SIGNING AND TRAFFIC CONTROL IN ACCORDANCE WITH MUTCD AND PENNDOT PUB 212 AND 213. 23. REMOVE, PROTECT, STORE, AND REPLACE STREET SIGNS, MAIL BOXES, AND OTHER REMOVE, PROTECT, STORE, AND REPLACE STREET SIGNS, MAIL BOXES, AND OTHER STRUCTURES. MAIL BOXES SHALL BE RESET IMMEDIATELY TO ALLOW DAILY DELIVERY. 24. IF A STRUCTURE OR FACILITY IS DAMAGED DURING CONSTRUCTION WITHIN MUNICIPAL IF A STRUCTURE OR FACILITY IS DAMAGED DURING CONSTRUCTION WITHIN MUNICIPAL RIGHT-OF-WAY, THE CONTRACTOR SHALL REPLACE THE DAMAGED ITEMS AND NECESSARY RESTORATION AT NO ADDITIONAL COST TO THE OWNER. 25. RIM OR GRATE ELEVATIONS SHOWN ON DRAWINGS ARE FOR REFERENCE PURPOSES RIM OR GRATE ELEVATIONS SHOWN ON DRAWINGS ARE FOR REFERENCE PURPOSES ONLY. ACTUAL RIM OR GRATE ELEVATIONS ARE TO BE SET IN THE FIELD PER FIELD CONDITIONS AS APPROVED BY THE ENGINEER. 26. ALL GROUND LINES AND ELEVATIONS SHOWN ARE FINISHED GRADES. ALL GROUND LINES AND ELEVATIONS SHOWN ARE FINISHED GRADES. 27. CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES TO ENSURE THERE IS ADEQUATE CONTRACTOR SHALL CONTACT THE UTILITY COMPANIES TO ENSURE THERE IS ADEQUATE VERTICAL CLEARANCE TO PERFORM WORK UNDER EXISTING UTILITY LINES WITHIN THE PROPOSED WORK AREA. CONTRACTOR SHALL COORDINATE REQUIRED UTILITY RELOCATIONS AS A RESULT OF CONSTRUCTION. 28. DURING NON-WORK HOURS, ALL OPEN EXCAVATIONS SHALL BE COMPLETELY DURING NON-WORK HOURS, ALL OPEN EXCAVATIONS SHALL BE COMPLETELY BACKFILLED OR COMPLETELY SURROUNDED WITH BARRICADES AND SAFETY FENCING. 29. ALL OPEN EXCAVATIONS IN MUNICIPAL ROADWAYS AND IN PRIVATE DRIVEWAYS SHALL ALL OPEN EXCAVATIONS IN MUNICIPAL ROADWAYS AND IN PRIVATE DRIVEWAYS SHALL BE COMPLETELY BACKFILLED. OPENINGS IN BITUMINOUS MUNICIPAL ROADWAYS SHALL BE PROTECTED WITH A TEMPORARY LAYER OF BITUMINOUS COLD PATCH (2" MIN) UNTIL PERMANENT PAVEMENT RESTORATION IS COMPLETED. 30. DO NOT LEAVE ANY OPEN EXCAVATION DURING NON-WORK HOURS WITHIN 30 FEET OF DO NOT LEAVE ANY OPEN EXCAVATION DURING NON-WORK HOURS WITHIN 30 FEET OF AN ADJACENT TRAVEL LANE AND IN ACCORDANCE WITH PUBLICATION 213.

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PIPE

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UTILITY LINE MARKING TAPE

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SEE APPLICABLE TRENCH RESTORATION DETAILS

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EXISTING GROUND SURFACE

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PROVIDE COMPACTED COARSE AGGREGATE BACKFILL, PENNDOT 2A

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SHALL BE 24" MAX FOR PIPE DIA 20" AND ABOVE

AutoCAD SHX Text STANDARD SURFACES AND WHERE ANY PART OF PIPE TRENCH IS WITHIN 3 FEET OF EDGE OF ANY PAVEMENT PROVIDE COMPACTED COARSE AGGREGATE BACKFILL, PENNDOT 2A AS SPECIFIED. FOR FULL DEPTH OF BACKFILL, INCLUDING PIPE BEDDING

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DEPTH AS REQ'D

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12" MAX

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12" MAX

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MAX TRENCH WIDTH

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0 TO 3'-0" MAXIMUM

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EDGE OF PAVEMENT

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EXPANDED PANEL LENGTH 45' (13.72 M)

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NEW AASHTO NO. 10 STONE 2" DEPTH

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TRAIL RESURFACING

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350LF DITCH CLEANING AND RESTORATION

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PIPE REPLACEMENT

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EMBANKMENT STABILIZATION

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BLACKLICK

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PROVIDE COMPOST FILTER SOCK AT BOTTOM OF EMBANKMENT

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SCALE: 1"=300'

AutoCAD SHX Text THE RECEIVING WATERS FOR THE PROJECT IS UNT OF THE SOUTH BRANCH BLACKLICK CREEK (CWF) LIMIT OF DISTURBANCE = 0.044 ACRES PROJECT AREA SOILS: - At: ATKINS SILT LOAM, 0 TO 3 PERCENT SLOPES, FREQUENTLY At: ATKINS SILT LOAM, 0 TO 3 PERCENT SLOPES, FREQUENTLY FLOODED. - CvB: COOKPORT & ERNEST VERY STONY SOILS, 0 TO 8 PERCENT CvB: COOKPORT & ERNEST VERY STONY SOILS, 0 TO 8 PERCENT SLOPES - CvD: COOKPORT & ERNEST VERY STONY SOILS, 8 TO 25 PERCENT CvD: COOKPORT & ERNEST VERY STONY SOILS, 8 TO 25 PERCENT SLOPES - CaC: CAVODE SILT LOAM, 8 TO 15 PERCENT SLOPES CaC: CAVODE SILT LOAM, 8 TO 15 PERCENT SLOPES - CeC: COOKPORT AND ERNEST, 8 TO 15 PERCENT SLOPES CeC: COOKPORT AND ERNEST, 8 TO 15 PERCENT SLOPES - HbB: HAZLETON CHANNERY SANDY LOAM, 3 TO 8 PERCENT SLOPES HbB: HAZLETON CHANNERY SANDY LOAM, 3 TO 8 PERCENT SLOPES SOIL LIMITATIONS / RESOLUTIONS: - CORROSIVE TO CONCRETE/STEEL;DEPTH TO SEASONAL HIGH WATER; CORROSIVE TO CONCRETE/STEEL;DEPTH TO SEASONAL HIGH WATER; LOW STRENGTH/LANDSLIDE PRONE; PIPING; FROST ACTION; SHRINK/SWELL - OBTAIN GEO-TECHNICAL STUDY TO DETERMINE APPROPRIATE RESOLUTIONS - DROUGHTY; POOR SOURCE OF TOPSOIL - APPLY LIME AND DROUGHTY; POOR SOURCE OF TOPSOIL - APPLY LIME AND FERTILIZER AS NEEDED, RECOMMEND SOIL TESTING, LANDSCAPE AREAS AND PCSM BMPs MAY REQUIRE IRRIGATION - EASILY ERODIBLE - MINIMIZE DISTURBANCE, INSTALL STABILIZATION EASILY ERODIBLE - MINIMIZE DISTURBANCE, INSTALL STABILIZATION IMMEDIATELY AFTER GRADING, USE TEMPORARY STABILIZATION AS NEEDED - FLOODING; HYDRIC/HYDRIC INCLUSIONS - WETLAND INVESTIGATION FLOODING; HYDRIC/HYDRIC INCLUSIONS - WETLAND INVESTIGATION CONDUCTED, ANY WETLANDS HAVE BEEN DELINEATED ON THE PLAN, THERE WILL BE NO IMPACTS TO WETLAND RESOURCES. - DEPTH TO HIGH WATER; SLOW PERCOLATION; PONDING; WETNESS - DEPTH TO HIGH WATER; SLOW PERCOLATION; PONDING; WETNESS - INFILTRATION TESTING HAS BEEN CONDUCTED IN AREA OF PCSM BMPs 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. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PUBLIC ROAD FREE OF ALL MUD FROM CONSTRUCTION AND DELIVERY VEHICLES. AFTER EACH VEHICLE LEAVES THE SITE, ALL SEDIMENT DEPOSITED ON PUBLIC ROADWAYS MUST BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE FOR DISPOSAL.

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1. THE RECEIVING WATERS FOR THE PROJECT IS A UNT TO THE SOUTH BRANCH OF THE THE RECEIVING WATERS FOR THE PROJECT IS A UNT TO THE SOUTH BRANCH OF THE BLACKLICK CREEK (CWF). 2. THE TOTAL LIMIT OF DISTURBANCE FOR THE PROJECT IS 1.8 ACRES. THE TOTAL LIMIT OF DISTURBANCE FOR THE PROJECT IS 1.8 ACRES. 3. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS 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. 4. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, 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, THEE&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 LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING. 5. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES. 6. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE 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 LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION. 7. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. 8. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE 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. 9. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE 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 CLEARING AND GRUBBING OPERATIONS BEGIN. 10. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED 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. 11. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING 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 LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT. 12. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT’S SOLID WASTE ACCORDANCE WITH THE DEPARTMENT’S SOLID WASTE S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE. 13. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. 14. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON 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 RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING. 15. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 16. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE 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, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 17. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY 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 THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 18. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED 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. 19. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. DRAWINGS. 20. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH 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 6 TO 12 INCHES ON COMPACTED SOILS — PRIOR TO PLACEMENT 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 OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 21. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, 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. 22. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 23. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 24. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 25. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 26. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 27. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON 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. 28. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR 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 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. 29. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% 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. 30. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO 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 LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT. 31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS. 32. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND 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. 33. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION. 34. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN 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 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. 35. CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY SURFACE WATERS OR GROUNDWATER SYSTEMS. 36. FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY FILL MATERIAL FOR EMBANKMENTS SHALL BE FREE OF ROOTS, OR OTHER WOODY VEGETATION, ORGANIC MATERIAL, LARGE STONES, AND OTHER OBJECTIONABLE MATERIALS. THE EMBANKMENT SHALL BE COMPACTED AS PER THE CONSTRUCTION DOCUMENTS. 1. PLANNING, COORDINATION, OF CONSTRUCTION AND MINIMIZING THE AREA OF PLANNING, COORDINATION, OF CONSTRUCTION AND MINIMIZING THE AREA OF DISTURBANCE ARE KEY FACTORS IN REDUCING SEDIMENT POLLUTION. THE CONTRACTOR SHALL CONTACT THE COUNTY CONSERVATION DISTRICT AT LEAST 10 DAYS PRIOR TO ANY CONSTRUCTION. 2. MINIMIZE THE DURATION OF EXPOSURE OF READILY ERODIBLE SOILS. CONSTRUCTION MINIMIZE THE DURATION OF EXPOSURE OF READILY ERODIBLE SOILS. CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED SO THAT EXCAVATION CAN, TO THE GREATEST EXTENT POSSIBLE, BE BACKFILLED AT THE CLOSE OF EACH WORKING DAY; WHEREBY ONLY A MINIMUM QUANTITY OF EXCAVATED MATERIAL WILL BE STOCKPILED AND SUBJECT TO LOSS. 3. RESTORATION WORK SHALL BE DONE AS THE PROJECT PROGRESSES AND NOT BE RESTORATION WORK SHALL BE DONE AS THE PROJECT PROGRESSES AND NOT BE LEFT UNTIL THE END OF THE PROJECT. NO AREAS SHALL BE LEFT UNPROTECTED FOR A PERIOD OF MORE THAN 72 HOURS. 4. ALL AREAS ON WHICH FINAL GRADING IS COMPLETED AFTER OCTOBER 15TH MUST BE ALL AREAS ON WHICH FINAL GRADING IS COMPLETED AFTER OCTOBER 15TH MUST BE PROTECTED BY A WELL ANCHORED MULCH UNTIL SPRING WHEN EFFECTIVE SODDING CAN BE UNDERTAKEN. 5. AFTER PERMANENT SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AFTER PERMANENT SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY. 6. PERMANENT SITE STABILIZATION IS DEFINED AS A UNIFORM EROSION RESISTANT PERMANENT SITE STABILIZATION IS DEFINED AS A UNIFORM EROSION RESISTANT PERENNIAL VEGETATION ESTABLISHED TO THE POINT WHERE THE SURFACE SOIL IS CAPABLE OF RESISTING EROSION DURING RUNOFF EVENTS AND HAS UNIFORM COVERAGE OR DENSITY OF 70% ACROSS THE ENTIRE AREA. 7. THE CONTRACTOR WILL BE REQUIRED TO STABILIZE ALL PERMANENT AND TEMPORARY THE CONTRACTOR WILL BE REQUIRED TO STABILIZE ALL PERMANENT AND TEMPORARY CHANNELS AND SLOPES IMMEDIATELY FOLLOWING CONSTRUCTION TO MINIMIZE ANY EROSION. 8. ALL "CONSTRUCTED" ITEMS LISTED IN THE CONSTRUCTION SEQUENCE ARE TO BE ALL "CONSTRUCTED" ITEMS LISTED IN THE CONSTRUCTION SEQUENCE ARE TO BE COMPLETED PRIOR TO MOVING ON TO THE NEXT ITEM IN THE SEQUENCE UNLESS OTHERWISE NOTED. 1. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT MECHANISMS ARE IN PLACE TO THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT MECHANISMS ARE IN PLACE TO CONTROL WASTE MATERIALS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO , EXCESS SOIL MATERIALS, BUILDING MATERIALS, CONCRETE WASH WATER, SANITARY WASTES, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. MEASURES SHALL BE PLANNED AND IMPLEMENTED FOR HOUSEKEEPING, MATERIALS MANAGEMENT AND LITTER CONTROL. WHEREVER POSSIBLE, RECYCLING OF EXCESS MATERIAL IS PREFERRED, RATHER THAN DISPOSAL. 2. ALL RECYCLABLE MATERIAL SHALL BE SEPARATED AND BE TAKEN TO AN ALL RECYCLABLE MATERIAL SHALL BE SEPARATED AND BE TAKEN TO AN APPROPRIATE RECYCLING FACILITY. ALL OTHER WASTE MATERIALS, EXCEPT EXCESS SOIL, SHALL BE DISPOSED OF OFF-SITE AT A LEGAL SANITARY LANDFILL. EXCESS SOIL WASTE AND BORROW AREAS SHALL RECEIVE PRIOR APPROVAL FROM THE CONSERVATION DISTRICT AND SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED. 3. NO BUILDING DEMOLITION WASTES SHALL BE USED OR PLACED AS FILL MATERIAL NO BUILDING DEMOLITION WASTES SHALL BE USED OR PLACED AS FILL MATERIAL EITHER ON-SITE OR OFF-SITE. ALL BUILDING DEMOLITION WASTES SHALL BE PROPERLY DISPOSED OF OR RECYCLED AS DISCUSSED ABOVE. 4. OFFSITE DISPOSAL OF WASTE IN REGARD TO THE DEMOLITION PLAN ARE TO BE OFFSITE DISPOSAL OF WASTE IN REGARD TO THE DEMOLITION PLAN ARE TO BE HANDLED IN THE FOLLOWING MANNER: THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE. 5. CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, 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 USED ASPHALT” DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE.) 6. ENVIRONMENTAL DUE DILIGENCE: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT 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. 1. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE COUNTY CONSERVATION THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE COUNTY CONSERVATION DISTRICT FOR ALL OFF-SITE BORROW AND WASTE AREAS. 2. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE CONTROLS. 3. AFTER THE CONSTRUCTION PHASE IS COMPLETE, SOD OR SEED THE AREAS THAT AFTER THE CONSTRUCTION PHASE IS COMPLETE, SOD OR SEED THE AREAS THAT HAVE BEEN DISTURBED AS RAPIDLY AS POSSIBLE. ALL DISTURBED LAWN AREAS SHALL BE RESTORED WITH A MINIMUM 4" OF TOPSOIL AND SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE PLAN. IF THE COMPLETION OF THE CONSTRUCTION ACTIVITIES DOES NOT COINCIDE WITH A SEASON IN WHICH PERMANENT VEGETATION CAN BE STARTED, AN INTERIM OR TEMPORARY PROGRAM IS REQUIRED. THIS SHALL INCLUDE MULCHING OR TEMPORARY SEEDING IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE PLAN. IN ANY CASE, SEDIMENT AND EROSION CONTROLS SHALL BE INSTALLED PROMPTLY AND THEIR MAINTENANCE ASSURED. PERMANENT SOD AND SEEDING INSTALLATION SHALL BE DONE PRIOR TO OCTOBER 15. 4. AFTER PERMANENT SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AFTER PERMANENT SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY. PERMANENT SITE STABILIZATION IS DEFINED AS UNIFORM EROSION RESISTANT PERENNIAL VEGETATION ESTABLISHED TO THE POINT WHERE THE SURFACE SOIL IS CAPABLE OF RESISTING EROSION DURING RUNOFF EVENTS AND HAS UNIFORM COVERAGE OR DENSITY OF 70% ACROSS THE ENTIRE AREA. 5. ALL EROSION AND SEDIMENTATION CONTROLS AND PRACTICES SHALL CONFORM TO ALL EROSION AND SEDIMENTATION CONTROLS AND PRACTICES SHALL CONFORM TO THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENT PROTECTION CHAPTER 102-EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL. 6. SOIL EROSION AND SEDIMENTATION WITHIN THE PROJECT LIMIT OF DISTURBANCE WILL SOIL EROSION AND SEDIMENTATION WITHIN THE PROJECT LIMIT OF DISTURBANCE WILL BE TEMPORARILY CONTROLLED BY THE USE OF A INLET FILTER BAGS, COMPOST FILTER SOCKS AND TEMPORARY SEEDING (IF REQUIRED). 7. THE DISTURBED AREAS WITHIN THE SITE SHALL BE PERMANENTLY STABILIZED BY THE THE DISTURBED AREAS WITHIN THE SITE SHALL BE PERMANENTLY STABILIZED BY THE USE OF SOD, SEEDING OR STABILIZED SURFACING. 1. ALL SEDIMENT AND EROSION CONTROL FACILITIES SHALL BE CHECKED FOR DAMAGE ALL SEDIMENT AND EROSION CONTROL FACILITIES SHALL BE CHECKED FOR DAMAGE AND CLOGGING ON A WEEKLY BASIS AND AFTER EACH STORM. ALL FACILITIES THAT ARE DAMAGED, CLOGGED, OR CAN NO LONGER PERFORM IN THE MANNER FOR WHICH THEY WERE DESIGNED SHALL BE REPLACED IMMEDIATELY. IMMEDIATELY. . 2. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTD AS WELL AS ANY A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTD 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. ANY PERMANENT SEEDED AREAS THAT BECOME ERODED SHALL HAVE THE TOPSOIL REPLACED AND THE GRASS RESOWN WITH NEW MULCH APPLIED. IF CULTIVATION OF A NEW LEGUME OR GRASS CROP IS NOT PRACTICAL IN THE ERODED AREA, THE CONTRACTOR SHALL INSTALL SOD. 3. IF THE VEGETATIVE COVER ESTABLISHED IS ALLOWED TO DETERIORATE AND BECOME IF THE VEGETATIVE COVER ESTABLISHED IS ALLOWED TO DETERIORATE AND BECOME INEFFECTIVE, A FERTILIZATION AND RESEEDING PROGRAM SHALL BE ESTABLISHED AND CARRIED OUT AS THE CONSTRUCTION PROCEEDS. AREAS WHERE FAILURES HAVE BEEN EXPERIENCED IN THE ESTABLISHMENT OF BOTH PERMANENT AND TEMPORARY VEGETATIVE PROTECTION SHALL BE PROMPTLY TREATED. THE RE-ESTABLISHMENT OF PERMANENT VEGETATIVE COVER SHALL BE INITIATED AS SOON AS POSSIBLE. 4.