1-2025.09.16 Construction Drawings.pdf

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CONSTRUCTION DRAWINGS

KINGSTON BOROUGH, LUZERNE COUNTY, PENNSYLVANIA

MUNICIPALITY OF KINGSTON

KEIPER PARK TENNIS COURT & PICKLEBALL PROJECT

PROJECT LOCATION

C001

2023.5936.001 2025.09.16

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DRAWING TITLE & PROJECT NAME

DRAWING NO.

SEALS

REVISIONS

DRAWN BY

CHECKED BY

DATE

PROJECT NO.

PROJECT STATUS

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

GENERAL NOTES:

1. ALL DISTANCES SHOWN ARE IN FEET AND DECIMALS THEREOF.

2. ALL MARKERS (IRON PINS) SHOWN HEREON HAVE BEEN OR WILL BE SET UPON APPROVAL OF THIS

PLAN.

3. HORIZONTAL DATUM: PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD83.

VERTICAL DATUM: NAVD 88

4. ANY EXISTING HAZARDOUS WASTE ENCOUNTERED IN THE PREPARATION OF THE PROJECT SITE

MUST BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR AND DISPOSED OF AT AN

APPROVED FACILITY.

5. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DEVELOPED FROM

EXISTING UTILITY RECORDS, MARKINGS PLACED AS A RESULT OF PA ONE CALL AND/OR

ABOVE-GROUND EXAMINATIONS OF THE SITE. COMPLETENESS, ACCURACY, LOCATION, AND DEPTH

OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE GUARANTEED. THE CONTRACTOR, AT

LEAST THREE (3) DAYS PRIOR TO PERFORMING ANY EXCAVATIONS, SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATIONS AND DEPTHS OF ALL UNDERGROUND FACILITIES LOCATED WITHIN THE

VICINITY OF THE PROJECT SITE.

6. PRIOR TO ANY EXCAVATIONS, A "PA ONE CALL" MUST BE MADE FOR VERIFICATION OF UTILITY TYPE

AND FOR FIELD LOCATIONS.

PROJECT COORDINATION AND SAFETY NOTES:

1. CONTRACTOR IS RESPONSIBLE TO MAINTAIN A SECURE AND SAFE SITE AT ALL TIMES.

2. CONTRACTOR SHALL PROVIDE TEMPORARY SIGNAGE, BARRICADES, FLAGMEN, TEMPORARY ROUTES, AND/OR MEANS TO SAFELY DIRECT TRAFFIC AND PEDESTRIANS AROUND CLOSED SIDEWALKS AND ROADS AS NEEDED. ALL CLOSURES MUST RECEIVE PRIOR APPROVAL BY THE OWNER AT THE PROJECT START, CONTRACTOR SHALL SUBMIT ANTICIPATED TIMES AND PROCEDURES FOR ALL CLOSURES.

3. CONTRACTOR SHALL PROVIDE ALL TEMPORARY EQUIPMENT AND LABOR NECESSARY TO MAINTAIN

STORM SEWER AND STORMWATER CONVEYANCE AT ALL TIMES WITH UNINTERRUPTED SERVICE.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING AND MAINTENANCE OF SURFACE DRAINAGE

DURING THE COURSE OF WORK.

5. CONTRACTOR SHALL IMPLEMENT MEASURES FOR WILDLIFE MANAGEMENT WHICH INCLUDE BUT ARE NOT LIMITED TO PROPERLY DISPOSING OF ANY TRASH AND FOOD SCRAPS, REMEDYING ANY STANDING

WATER IMMEDIATELY, AND MAINTAINING FENCING AND GATES.

6. THE CONTRACTOR SHALL IMPLEMENT MEASURES FOR FOREIGN OBJECT DEBRIS (FOD) MANAGEMENT WHICH INCLUDE BUT ARE NOT LIMITED TO PROTECTION OF DEBRIS DURING HAULING, TARPING

STOCKPILED AND SECURING MATERIALS, AND PAVEMENT SWEEPING.

Sheet List Table Sheet Number Sheet Title

C001 COVER

C101 EXISTING CONDITIONS

C201 PROPOSED CONDITIONS

C901 DETAILS

C902 DETAILS

C903 DETAILS

C904 DETAILS

C905 DETAILS

C906 DETAILS

DCNR GRANT NUMBER: BRC-PRD-28-192

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ENGINEER

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LOUIS S. SPACIANO

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NO. PE080706

EXISTING TENNIS

COURTS TO BE

DEMOLISHED

0' 50' 100' 150'

WATERSHED & CLASSIFICATION

SUSQUEHANNA RIVER WATERSHED

DESIGNATED USE: WARM WATER FISHES (WWF), MIGRATORY

FISHES (MF)

EXISTING USE: NONE

SOIL TYPES ARE TAKEN FROM A BOOK ENTITLED

"SOIL SURVEY BOOK OF LUZERNE COUNTY"

SOIL DATA:

Ps POPE SOILS

PROPERTY LINE

LEGEND

MAJOR CONTOUR

ADJOINING PROPERTY LINE

MINOR CONTOUR

C101

2023.5936.001 2025.09.16

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DRAWING TITLE & PROJECT NAME

DRAWING NO.

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REVISIONS

DRAWN BY

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PROJECT NO.

PROJECT STATUS

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

EXISTING CONDITIONS NOTES:

1. THE SITE PLANS AND DETAILS DEPICT THE GENERAL LAYOUT, LENGTH, SCOPE AND LIMITS OF WORK.

THEY MAY NOT INDICATE ALL SITE SPECIFIC CONDITIONS THAT WILL NEED TO BE ADDRESSED ON AN INDIVIDUAL BASIS DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY EXAMINE ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID SO AS TO IDENTIFY ANY SITE SPECIFIC

CONDITIONS THAT MAY AFFECT THEIR BID. PRIOR TO BIDDING, CONTRACTOR AND ITS

SUBCONTRACTORS, IF ANY, SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING

CONDITIONS.

2. THE INTENT OF THE VISIT FOR THE CONTRACTOR TO:

2.1. INCLUDE SUFFICIENT FUNDS IN ITS PROPOSAL TO COVER ANTICIPATED INTERFERENCES AND

DELAYS THAT MIGHT BE EXPECTED;

2.2. BECOME FAMILIAR WITH PHYSICAL LAYOUT OF WORK AREA ENCOMPASSED BY THIS

SPECIFICATION;

2.3. REQUEST ANY ADDITIONAL INFORMATION OR DATA TO SATISFY ITSELF OR EXISTING CONDITIONS;

2.4. REVIEW DRAWINGS AND SPECIFICATIONS

3. THE LOCATIONS OF THE EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE AND BASED ON AVAILABLE RECORDS, VERBAL INFORMATION, AND/OR PHYSICAL FEATURES. COMPLETENESS, ACCURACY, LOCATION, AND DEPTH OF UNDERGROUND UTILITIES OR STRUCTURES CANNOT BE

GUARANTEED. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND DEPTHS OF ALL UNDERGROUND

FACILITIES AT LEAST THREE (3) DAYS PRIOR TO PERFORMING ANY EXCAVATIONS.

4. SINCE THE LOCATION OF EXISTING UTILITIES CANNOT BE VERIFIED, THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY IDENTIFYING ALL EXISTING UTILITIES BY ANY NECESSARY MEANS BEFORE ORDERING

MATERIALS TO AVOID REORDERING DUE TO DESIGN CHANGES.

5. THE DRAWINGS HAVE BEEN PREPARED BASED ON THE BEST AVAILABLE INFORMATION. THE ENGINEER CANNOT VERIFY THE ACCURACY BETWEEN VISIBLE AND MARKED POINTS OF UNDERGROUND UTILITIES AND SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS. THE CONTRACTOR SHALL CONFIRM

UTILITY LOCATIONS AS NECESSARY TO PERFORM PROJECT WORK AND/OR PREVENT DAMAGE OR

INTERRUPTION.

6. THE CONTRACTOR SHALL CONFIRM LOCATION, SIZE, AND INVERTS PRIOR TO ORDERING ANY MATERIALS

OR STARTING ANY WORK ON ANY SUBSEQUENT UTILITY.

DEMOLITION NOTES:

1. ALL ITEMS IN BLACK TO BE DEMOLISHED.

2. RETURN SITE ITEMS TO BE REMOVED (SIGNS, LIGHT POLES, LANDSCAPING, ETC.) THAT THE

OWNER WISHES TO RETAIN.

3. ALL DEMOLITION MATERIAL REMOVED FROM THE SITE IS TO BE DISPOSED OF AT A FACILITY

LICENSED TO ACCEPT THAT TYPE OF MATERIAL.

4. ADDITIONAL DEMOLITION MAY BE REQUIRED TO CONSTRUCT THE PROJECT. CONTRACTOR

SHALL VERIFY THE EXTENT OF DEMOLITION REQUIRED.

5. BLASTING IS PROHIBITED WITHOUT APPROVAL FROM THE OWNER AND ENGINEER.

6. REMOVE ALL EXISTING UTILITIES WITHIN THE BUILDING FOOTPRINT AND BACKFILL THE

EXCAVATION. CAP AND ABANDON IN PLACE ANY OTHER UTILITIES SCHEDULED FOR REMOVAL.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH EACH APPLICABLE UTILITY

COMPANY REGARDING THE UTILITIES THAT NEED TO BE MOVED, REMOVED, OR ABANDONED.

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580770559 MUNICIPALITY OF KINGSTON 8.62 ACRES

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580770575 KINGSTON BOROUGH 1.38 ACRES

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580770574 KINGSTON BOROUGH 0.43 ACRES

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580770558 MUNICIPALITY OF KINGSTON 0.97 ACRES

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580773061 KINGSTON BORO 0.15 ACRES

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HAMILTON AVE

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E DORRANCE ST

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E DORRANCE ST

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N GATES AVE

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TIOGA AVE

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HAMILTON DR

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LATHROP ST

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JOSEPH DR

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JOSEPH DR

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NANDY DR

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BASEBALL FIELD

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BASEBALL FIELD

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COMMUNITY POOL

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BASKETBALL COURT

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PARKING LOT

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PARKING LOT

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PARKING LOT

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PARKING LOT

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WALKING PATH

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CONCESSION STAND

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SIDEWALK

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SIDEWALK

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PLAYGROUND

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BOLLARDS

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SIDEWALK

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PARKING LOT

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WALKING PATH

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BOLLARDS

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CLOSED OFF ROAD

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PAVILION

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SIDEWALK

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SIDEWALK

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SOCCER FIELD

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SIDEWALK

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RAILROAD TRACKS

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WOODS

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PARKING LOT

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WOODS

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WOODS

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WOODS

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WOODS

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SIDEWALK

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SIDEWALK

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SIDEWALK

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RESIDENTIAL PROPERTY

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HAMILTON PARK

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ADA RAMPS AND CROSSWALK

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SOCCER FIELD

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CHANGING/LOCKER BUILDING

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PAVILION

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ADA ACCESSIBLE RAMPS

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BLEACHERS

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BLEACHERS

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BENCH

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FENCE

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FENCE

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FENCE

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BLEACHERS

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FENCE

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BLEACHERS

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BLEACHERS

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PAVILION

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BLEACHERS

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BASEBALL FIELD

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FENCE

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UTILITY POLE

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LIGHTS

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LIGHT

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LIGHT

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UTILITY POLE

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LIGHTS

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LIGHT

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UTILITY POLES

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MEMORIAL PARK SIGN

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WALKING PATH

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FUTURE TRAIL

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ADA PARKING

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ADA PARKING

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ADA ACCESS TO WALKING PATH FROM PARKING LOTS

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ADA ACCESSIBLE WALKWAY TO TENNIS COURTS

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FILTER BLDG

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ADA PARKING

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EXISTING

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ENGINEER

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LOUIS S. SPACIANO

SITE LIGHTING (TYP.)

NEW CHAINLINK FENCING

RESURFACE TENNIS COURTS

MATCH EXISTING SLOPE. SLOPE

SHALL BE BETWEEN 0.833% AND 1.00%

NEW TENNIS STRIPING (TYP.)

PICKLEBALL STRIPING (TYP.)

PROJECT WORK LIMITS = 0.90 ACRES

REPAVE ADA ACCESSIBLE

WALKWAY TO TENNIS COURTS

SEE DETAIL

5' GATE

12' GATE

5' GATE

INLET FILTER PROTECTION

ON EXISTING INLET

FOUNDATION AND POSTS FOR "DIVIDER NET" TYP ALL 4

LOCATION. TO BE CENTERED BETWEEN COURTS

TRIM TREE ROOTS AS NEEDED

UNDERGROUND ELEC

2#12, 1#12G IN 1"C

ELECTRIC TIE IN

LOCATION SEE NOTE 1

15" COMPOST FILTER SOCK

15" COMPOST FILTER SOCK

PERMANENT PROJECT SIGN

TO BE ADHERED TO FENCE.

SEE SPECIFICATIONS FOR SIGN DETAILS

STRIPE EXISTING STALLS TO

PROVIDE 2 ADA STALLS.

INCLUDE SIGNAGE

NEW 6' WIDE ASPHALT WALKWAY

5' GATE

DIVIDER NET TYPICAL

SEE DETAIL

12' GATE

EXISTING TENNIS

COURTS TO BE

DEMOLISHED

0' 50' 100' 150'

WATERSHED & CLASSIFICATION

SUSQUEHANNA RIVER WATERSHED

DESIGNATED USE: WARM WATER FISHES (WWF), MIGRATORY

FISHES (MF)

EXISTING USE: NONE

C201

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DRAWING TITLE & PROJECT NAME

DRAWING NO.

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REVISIONS

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PROJECT STATUS

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Wilkes-Barre 613 Baltimore Dr. Suite 300

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SOIL TYPES ARE TAKEN FROM A BOOK ENTITLED

"SOIL SURVEY BOOK OF LUZERNE COUNTY"

SOIL DATA:

Ps POPE SOILS

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PROPOSED

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PROJECT WORK LIMITS

TENNIS COURTS

RESURFACING

TENNIS STRIPING

PICKLEBALL STRIPING

SITE LIGHTING

CHAINLINK FENCE

DCNR FUNDING

ACKNOWLEDGEMENT SIGN

NOTES:

1. TURN UP CONDUIT AT EXTERIOR WALL AND PENETRATE INTO

FILTER BUILDING. ROUTE CONDUIT TO EXISTING FILTER

BUILDING PANEL AND PROVIDE 20A-2P BREAKER IN EXISTING

SPACES FOR CONNECTION OF NEW TENNIS COURT

PATHWAY LIGHTS.

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580770559 MUNICIPALITY OF KINGSTON 8.62 ACRES

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580770575 KINGSTON BOROUGH 1.38 ACRES

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580770574 KINGSTON BOROUGH 0.43 ACRES

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580770558 MUNICIPALITY OF KINGSTON 0.97 ACRES

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580773061 KINGSTON BORO 0.15 ACRES

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HAMILTON AVE

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E DORRANCE ST

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E DORRANCE ST

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N GATES AVE

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TIOGA AVE

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HAMILTON DR

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LATHROP ST

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JOSEPH DR

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JOSEPH DR

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NANDY DR

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BASEBALL FIELD

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BASEBALL FIELD

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COMMUNITY POOL

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BASKETBALL COURT

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PARKING LOT

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PARKING LOT

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PARKING LOT

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PARKING LOT

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WALKING PATH

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CONCESSION STAND

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SIDEWALK

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SIDEWALK

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PLAYGROUND

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BOLLARDS

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SIDEWALK

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PARKING LOT

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WALKING PATH

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BOLLARDS

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CLOSED OFF ROAD

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PAVILION

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SIDEWALK

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SOCCER FIELD

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SIDEWALK

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RAILROAD TRACKS

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WOODS

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PARKING LOT

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SIDEWALK

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HAMILTON PARK

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ADA RAMPS AND CROSSWALK

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SOCCER FIELD

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CHANGING/LOCKER BUILDING

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PAVILION

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BLEACHERS

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BLEACHERS

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BENCH

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FENCE

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FENCE

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PAVILION

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MEMORIAL PARK SIGN

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WALKING PATH

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FUTURE TRAIL

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ADA PARKING

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ADA ACCESS TO WALKING PATH FROM PARKING LOTS

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ADA ACCESSIBLE WALKWAY TO TENNIS COURTS

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FILTER BLDG

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ADA PARKING

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REGISTERED

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PROFESSIONAL

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ENGINEER

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LOUIS S. SPACIANO

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NO. PE080706

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EXISTING

TOPSOIL PLACEMENT

DEPTH INCHES PER 1,000 SF PER ACRE

1 3.1 134 2 6.2 268 3 9.3 403 4 12.4 537 5 15.5 672 6 18.6 806 7 21.7 940 8 24.8 1074

PREPAREDNESS, PREVENTION AND CONTINGENCY

(PPC)PLAN GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PREPARE A PREPAREDNESS, PREVENTION AND CONTINGENCY (PPC)

PLAN FOR THE PROPOSED CONSTRUCTION ACTIVITIES TO CONTROL THE POTENTIAL DISCHARGE OF POLLUTANTS

CARRIED IN STORM WATER.

2. BOTH THE E&S PLAN AND THE PPC PLAN ARE TO BE MAINTAINED ONSITE FOR THE DURATION OF THE PERMIT.

3. A PPC PLAN IS REQUIRED IF CHEMICALS, SOLVENTS, HAZARDOUS WASTES, OR ANY MATERIAL WITH THE POTENTIAL FOR CAUSING ACCIDENTAL POLLUTION OF AIR, LAND, OR WATER, ARE STORED OR UTILIZED ON THE SITE.

4. FOLLOW THIS FORMAT AND INCLUDE THESE ELEMENTS FOR THE PPC PLAN:

A. GENERAL DESCRIPTION OF THE CONSTRUCTION ACTIVITY:

INCLUDE DRAWINGS SHOWING GENERAL LAYOUT OF SITE, PROPERTY BOUNDARIES, MATERIALS STORAGE AREAS, LOADING AND UNLOADING OPERATION SITES, TRUCK WASHING AREAS, IN ADDITION TO THE FEATURES OF THE E&S

PLANS.

B. EMERGENCY RESPONSE PROGRAM:

DESCRIBE THE ORGANIZATIONAL STRUCTURE, CHAIN OF COMMAND, EMERGENCY COORDINATORS AND CONTACTS.

INCLUDE DESCRIPTIONS OF EACH INDIVIDUAL'S DUTIES AND RESPONSIBILITIES WITHIN THE CHAIN OF COMMAND

FOR IMPLEMENTATION OF THE PPC PLAN.

IDENTIFY ON THE ORGANIZATIONAL CHART A LIST OF EMERGENCY COORDINATORS THAT MUST BE CONTACTED IN

THE EVENT OF AN EMERGENCY OR SPILL.

DESCRIBE THE DUTIES AND RESPONSIBILITIES OF THE EMERGENCY COORDINATOR SPECIFIC TO THE SITE OR

ACTIVITY IN THE EVENT OF AN EMINENT OR ACTUAL EMERGENCY.

INCLUDE ON THE ORGANIZATIONAL CHART OR ON AN ATTACHMENT, A LIST OF AGENCIES AND PHONE NUMBERS

THAT MUST BE CONTACTED IN THE EVENT OF AN EMERGENCY OR SPILL.

SUCH A LIST INCLUDES AS APPLICABLE:

PA DEP

PA EMERGENCY MANAGEMENT AGENCY

COUNTY HEALTH DEPARTMENT

PA FISH COMMISSION

THE NATIONAL RESPONSE CENTER (U.S. EPA AND U.S. COAST GUARD)

LOCAL POLICE AND FIRE DEPARTMENTS

LOCAL SEWAGE TREATMENT PLANT

DOWN STREAM PUBLIC WATER SUPPLIES

INDUSTRIAL WATER USERS

RECREATION AREAS

INTERNAL AND EXTERNAL COMMUNICATIONS AND ALARM SYSTEMS.

EMPLOYEE TRAINING PROGRAM.

LIST OF EMERGENCY EQUIPMENT. INCLUDE THE LOCATION, PHYSICAL DESCRIPTION, INTENDED USE AND

CAPABILITIES OF EACH ITEM.

MAINTENANCE PROCEDURES AND DECONTAMINATION PROCEDURES OF EMERGENCY EQUIPMENT.

EVACUATION PLAN FOR INSTALLATION PERSONNEL (IF DEEMED NECESSARY).

ARRANGEMENTS WITH EMERGENCY RESPONSE CONTRACTORS. PROVIDE LIST WITH PHONE NUMBERS AND THE

SERVICES EACH CONTRACTOR WILL PROVIDE.

INFORM LOCAL EMERGENCY RESPONSE AGENCIES AND HOSPITALS CONCERNING THE TYPE OF POTENTIAL

EMERGENCIES THAT MAY OCCUR AND THE NEED FOR SERVICES.

FAMILIARIZE LOCAL POLICE, FIRE DEPARTMENTS, EMERGENCY RESPONSE TEAMS AND THE COUNTY EMERGENCY

MANAGEMENT COORDINATOR WITH THE LAYOUT OF THE CONSTRUCTION SITE, THE PROPERTIES AND DANGERS ASSOCIATED WITH THE HAZARDOUS MATERIALS (IF ANY) HANDLED, PLACES WHERE PERSONNEL WOULD BE NORMALLY WORKING, ENTRANCES TO ACCESS ROADS INSIDE THE FACILITY, AND ANY POSSIBLE EVACUATION

ROUTES.

C. MATERIAL AND WASTE INVENTORY:

IDENTIFY BY COMMON CHEMICAL NAME AND TRADE NAME TO INCLUDE LOCATIONS, SOURCES, AND QUANTITIES USED

OR STORED ON THE SITE.

FOR EACH HAZARDOUS CHEMICAL STORED AT THE CONSTRUCTION SITE, THE LOCATION AND MATERIAL SAFETY DATA

SHEET OR SIMILAR INFORMATION IS TO BE CLEARLY CITED IN THE PPC PLAN.

D. SPILL AND LEAK PREVENTION AND RESPONSE:

DESCRIBE THE SOURCE AND AREAS FOR POTENTIAL LEAKS AND SPILLS, THE PROBABLE DIRECTION OF FLOW OF

SPILLED MATERIALS AND THE POLLUTION INCIDENT MEASURE SPECIFIC TO THE SOURCE OR AREA.

PROVIDE SEPARATE DRAWINGS OR PLOT PLANS TO SUPPLEMENT THE ABOVE.

E. INSPECTION PROGRAM:

DESCRIBE THE INSPECTION PROGRAM AND MONITORING PROCEDURES TO ASSESS THE INTEGRITY OF EQUIPMENT, STORAGE AREAS AND SIMILAR AREAS.

F. HOUSEKEEPING PROGRAM:

IDENTIFY THE AREAS AND THE ASSOCIATED TYPE OF HOUSEKEEPING PRACTICES TO MINIMIZE THE POSSIBILITY OF

ACCIDENTAL SPILLS AND SAFETY HAZARDS TO PERSONNEL.

G. SECURITY MEASURES:

DESCRIBE SECURITY PROCEDURES AND SYSTEMS AT THE SITE TO PREVENT ACCIDENTAL OR INTENTIONAL ENTRY

THAT COULD RESULT IN A VIOLATION OF DEPARTMENTAL REGULATIONS, AND/OR INJURY TO PERSONS AND DAMAGE

TO EQUIPMENT.

H. EXTERNAL FACTORS:

DESCRIBE THE POSSIBLE AFFECTS OF EXTERNAL FACTORS SUCH AS POWER OUTAGES, STRIKES, FLOODS, SNOWSTORMS ETC. AND ANY ACTION TO BE TAKEN TO ALLEVIATE ANY RESULTING EFFECTS TO PUBLIC HEALTH AND

SAFETY OR THE ENVIRONMENT.

E&S MAINTENANCE NOTES:

1. EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMP'S) MUST BE CONSTRUCTED, STABILIZED, AND

FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT CONTROL BMP'S MUST BE MAINTAINED PROPERLY. ALL EROSION AND SEDIMENT CONTROL BMP'S SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEANOUT, REPAIR, REPLACEMENT, RE-GRADING, RE-SEEDING, RE-MULCHING, AND RE-NETTING MUST BE

PERFORMED IMMEDIATELY.

2. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ANY ROADWAY OR ANY PUBLIC RIGHT-OF-WAY SHALL

IMMEDIATELY BE REMOVED. WASHING SEDIMENT FROM THE PAVEMENT IS PROHIBITED.

3. 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. ANY COMPOST SILT SOCK SECTION THAT HAS BEEN UNDERMINED OR OVERTOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER OUTLET. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF COMPOST SILT SOCK AND 1/3 THE ABOVE GROUND HEIGHT OF ROCK FILTERS. INLET FILTER BAGS SHOULD BE CLEANED AND/OR REPLACED WHEN THE BAG IS 1/2 FULL.

DAMAGED FILTER BAGS SHALL BE REPLACED.

4. ACCUMULATED SEDIMENT MAY BE INCORPORATED INTO THE FILL OR REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER (AN APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR ANY OFFSITE DISPOSAL

AREA).

5. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY

CORRECT THE PROBLEM.

6. OWNER IS RESPONSIBLE FOR MAINTENANCE OF PERMANENT CONTROLS.

7. THE CONTRACTOR SHALL, PERIODICALLY OR AS DIRECTED DURING THE PROGRESS OF THE WORK, REMOVE AND LEGALLY

DISPOSE OF ALL SURPLUS MATERIAL AND DEBRIS AND KEEP THE PROJECT AREA AND PUBLIC RIGHTS-OF-WAY REASONABLY CLEAR. SURPLUS OR DEMOLITION MATERIALS SHALL BE RECYCLED DURING THE COURSE OF THE WORK, WHENEVER

PRACTICAL AND APPROVED BY THE DESIGN ENGINEER.

8. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY CONSTRUCTION FACILITIES, DEBRIS AND UNUSED MATERIALS, PROVIDED FOR THE WORK, AND PUT ALL OF THE SITES OF THE WORK AND PUBLIC RIGHTS-OF-WAY IN A NEAT AND CLEAN CONDITION. TRASH BURNING ON THE SITE OF THE WORK WILL NOT BE PERMITTED. OFF-SITE DISPOSAL OF SOIL OR ROCK WILL REQUIRE AN EROSION AND SEDIMENT CONTROL PLAN SUBMISSION, BY THE CONTRACTOR, TO THE

APPROPRIATE CONSERVATION DISTRICT.

GENERAL 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 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 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.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776

FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL

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.

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 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 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 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 POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL 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. 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 LOCAL 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 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.

14. 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.

15. 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.

16. 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.

17. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN

DRAWINGS.

18. 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 OUTSLOPES SHALL

HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. 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.

20. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

21. 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.

22. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE

INCORPORATED INTO FILLS.

23. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

24. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE

STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

25. 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.

26. 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.

27. 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.

28. 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.

29. 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.

30. 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.

31. 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.

32. 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.

33. 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.

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.

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 PAST THE WORK AREA IN THE MANNER DESCRIBED IN THIS PLAN

UNTIL SUCH RESTORATION IS COMPLETE.

36. CHANNELS HAVING RIPRAP, RENO MATTRESS, OR GABION LININGS MUST BE SUFFICIENTLY OVER-EXCAVATED SO THAT THE DESIGN DIMENSIONS WILL BE PROVIDED AFTER PLACEMENT OF THE

PROTECTIVE LINING

37. 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.

38. SEDIMENT BASINS SHALL BE PROTECTED FROM UNAUTHORIZED ACTS BY THIRD PARTIES.

39. 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.

37. 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 ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS.

38. 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 IN MAXIMUM 9 INCH LAYERED LIFTS AT 95% DENSITY.

39. NOTIFY THE LUZERNE CONSERVATION DISTRICT 72 HOURS IN ADVANCE OF ANY LAND DISTURBANCE

ACTIVITIES AT THE FOLLOWING ADDRESS:

LUZERNE CONSERVATION DISTRICT

325 SMITHS POND ROAD

SHAVERTOWN, PA 18708

PHONE: 570-674-7991

MAINTENANCE PROGRAM:

1. THE CONTRACTOR IS REQUIRED TO INCORPORATE ALL TEMPORARY AND PERMANENT CONTROL MEASURES AND FACILITIES INDICATED IN THE APPROVED PLAN INTO THE PROJECT AT THE EARLIEST PRACTICABLE TIME.

THE CONTRACTOR IS RESPONSIBLE FOR APPLYING, CLEANING, AND MAINTAINING ALL CONTROL FEATURES DURING CONSTRUCTION. APPROPRIATE EROSION AND SEDIMENT POLLUTION CONTROL FEATURES SHALL BE APPLIED TO SECTIONS SUCH AS BORROW PITS AND MATERIAL STORAGE AREAS UNFORESEEN PRIOR TO CONSTRUCTION. PERMANENT EROSION CONTROL FACILITIES WILL BE MAINTAINED BY THE OWNER.

2. THE TEMPORARY FACILITIES FOR EROSION AND SEDIMENT POLLUTION CONTROL SHALL BE INSPECTED A MINIMUM OF ONCE PER WEEK AND AFTER EVERY RAINFALL EVENT. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/2 THE ABOVE GROUND HEIGHT OF COMPOST FILTER SOCKS AND 1/3 ABOVE GROUND HEIGHT FOR ROCK FILTERS. ANY COMPOST FILTER SOCK SECTION THAT HAS BEEN UNDERMINED OR OVERTOPPED MUST BE IMMEDIATELY REPLACED WITH A ROCK FILTER. AS CONSTRUCTION PROGRESSES AND DISTURBED AREAS HAVE BEEN STABILIZED, TEMPORARY EROSION CONTROL STRUCTURES ARE TO BE CLEANED

AND REMOVED.

3. A WRITTEN REPORT DOCUMENTING THE INSPECTIONS AND REPAIRS MADE TO THE EROSION AND SEDIMENT

CONTROL BMP'S MUST BE KEPT ON SITE AT ALL TIMES.

E&S NOTES:

ANTICIPATED CONSTRUCTION WASTES:

PROJECT WASTES INCLUDE BUT NOT LIMITED TO: BUILDING MATERIALS, BITUMINOUS ASPHALT, VEGETATION.

RECYCLING AND DISPOSAL OF WASTE MATERIALS:

1. ALL ACCUMULATED SEDIMENT WILL BE INCORPORATED INTO THE FILL AND REUSED ON-SITE. UNSUITABLE MATERIAL WILL BE REMOVED FROM THE SITE

AND DISPOSED OF IN A LAWFUL MANNER ACCORDING TO THE PA DEPARTMENT OF ENVIRONMENTAL PROTECTION'S SOLID WASTE MANAGEMENT REGULATIONS (PA CODE TITLE 25, CHAPTER 260.1 ET SEQ, 271.1 ET SEQ. AND 287.1 ET SEQ). THE DISPOSAL SITE MUST HAVE A SEPARATE EROSION CONTROL PLAN AND MUST BE APPROVED BY THE ENGINEER AND THE COUNTY CONSERVATION DISTRICT.

RESPONSIBILITIES FOR FILL MATERIALS:

THE IMPLEMENTATION OF FILL MATERIALS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. UPON FINAL SITE ACCEPTANCE, THE OWNER SHALL BE

RESPONSIBLE FOR FILL MATERIALS.

OWNER: KINGSTON BOROUGH

CLEAN FILL:

1. THE CONTRACTOR OF THE SITE WILL PERFORM ENVIRONMENTAL DUE DILIGENCE ON ALL IMPORTED SOILS THAT WILL BE UTILIZED ON THE PROJECT SITE.

2. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: 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.

3. ANALYTICAL TESTING IS REQUIRED FOR FILL MATERIAL SUSPECTED OF BEING SUBJECTED TO A SPILL OR RELEASE OF A REGULATED SUBSTANCE BASED UPON COMPLETION OF VISUAL INSPECTION AND/OR REVIEW OF PAST LAND USES AS PART OF ENVIRONMENTAL DUE DILIGENCE. FILL MATERIAL DETERMINED TO NOT QUALIFY AS CLEAN FILL THROUGH ANALYTICAL TESTING IS CONSIDERED REGULATED FILL AND MUST BE MANAGED AS A WASTE IN ACCORDANCE WITH APPLICABLE MUNICIPAL OR RESIDUAL WASTE REGULATIONS OF THE DEPARTMENT.

4. CLEAN FILL IS DEFINED AS: UNCONTAMINATED NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT SOLID. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIALS, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS

OTHERWISE AUTHORIZED.

TOPSOIL APPLICATION:

GRADED AREAS SHOULD BE SCARIFIED OR OTHERWISE LOOSENED TO A DEPTH OF 3 TO 5

INCHES TO PERMIT BONDING OF THE TOPSOIL TO THE SURFACE AREAS AND TO PROVIDE A

ROUGHENED SURFACE TO PREVENT TOPSOIL FROM SLIDING DOWN SLOPE.

TOPSOIL SHOULD BE UNIFORMLY DISTRIBUTED ACROSS THE DISTURBED AREA TO A DEPTH AS

SHOWN ON THE CAPPING PLAN. SPREADING SHOULD BE DONE IN SUCH A MANNER THAT

SODDING OR SEEDING CAN PROCEED WITH A MINIMUM OF ADDITIONAL PREPARATION OR

TILLAGE. IRREGULARITIES IN THE SURFACE RESULTING FROM TOPSOIL PLACEMENT SHOULD BE

CORRECTED IN ORDER TO PREVENT FORMATION OF DEPRESSIONS UNLESS SUCH

DEPRESSIONS ARE PART OF THE PCSM PLAN.

TOPSOIL SHOULD NOT BE PLACED WHILE THE TOPSOIL OR SUBSOIL IS IN A FROZEN OR MUDDY

CONDITION, WHEN THE SUBSOIL IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY

OTHERWISE BE DETRIMENTAL TO PROPER GRADING AND SEEDBED PREPARATION. COMPACTED

SOILS SHOULD BE SCARIFIED 6 TO 12 INCHES ALONG CONTOUR WHEREVER POSSIBLE PRIOR TO

SEEDING.

LIME SHOULD BE ADDED TO THE SOIL TO RAISE THE SOIL TO A NEAR-NEUTRAL (7) pH. ANY SOIL-SUBSOIL INTERFACE WILL BE SUBJECT TO ACIDIC SOIL DUE TO THE EXISTING SUBSTRATE

BEING CULM MATERIAL.

SEEDING SPECIFICATIONS:

FOR TEMPORARY CONTROL MEASURES:

FOR FINAL MEASURES:

1. SEED FORMULA: PENNDOT FORMULA E 100% ANNUAL RYEGRASS

2. APPLY FORMULA E SEED @ 10 LBS. PER 1000 SQ. YD. (48.4 LB./AC).

3. PERFORM SEEDING BETWEEN MARCH 15 AND OCTOBER 15. APPLY HAY

OR STRAW MULCH @ 3.0 TONS PER ACRE.

4. APPLY GROUND LIMESTONE @ 1 T / AC

5. APPLY 10-10-10 ANALYSIS FERTILIZER @ 500 LB / AC

SEED FORMULA (SLOPES LESS THAN 3:1 OR FLATTER): PENNDOT FORMULA B

20% PERENNIAL RYEGRASS

30% CREEPING RED FESCUE OR CHEWINGS FESCUE

50% KENTUCKY BLUEGRASS MIXTURE

1. APPLY GROUND LIMESTONE @ 2 T / AC

2. APPLY 10-20-20 ANALYSIS FERTILIZER @ 677.6 LB / AC

3. APPLY FORMULA D SEED @ 101.6 LB / AC

4. APPLY HAY OR STRAW MULCH @ 3 TONS PER ACRE.

5. APPLY 38-0-0 UNIFORM FERTILIZER @ 242 LB / AC

6. ANCHOR SEED WITH NONASPHALTIC EMULSION AS SPECIFIED IN PENNDOT PUB 408, SECTION 805, APPLIED AT THE

MANUFACTURER'S RECOMMENDED RATE.

7. PERFORM SEEDING FROM MARCH 15 TO JUNE 1 AND AUGUST 1 TO OCTOBER 15.

SEED FORMULA (3:1 SLOPES OR STEEPER): PENNDOT FORMULA D

70% TALL FESCUE

30% CREEPING RED FESCUE OR CHEWINGS FESCUE

1. APPLY GROUND LIMESTONE @ 2 T / AC

2. APPLY 10-20-20 ANALYSIS FERTILIZER @ 677.6 LB / AC

3. APPLY FORMULA D SEED @ 101.6 LB / AC

4. APPLY HAY OR STRAW MULCH @ 3 TONS PER ACRE

5. APPLY 38-0-0 UNIFORM FERTILIZER @ 242 LB / AC

6. ANCHOR SEED WITH NONASPHALTIC EMULSION AS SPECIFIED IN PENNDOT PUB. 408, SECTION 805, AT THE MANUFACTURER'S

RECOMMENDED RATE.

7. PERFORM RYEGRASS SEEDING FROM MARCH 1 TO OCTOBER 15. PERFORM CROWNVETCH SEEDING ANYTIME EXCEPT SEPTEMBER

AND OCTOBER.

NOTE: WHEN STABILIZING SITE OUTSIDE OF SPECIFIED SEEDING GERMINATION PERIODS (WINTER MONTHS), STABILIZE DISTURBED AREAS WITH EROSION CONTROL BLANKETS (ERONET S75, STAPLE PATTERN C) AND WINTER RYEGRASS.

6" UNCOMPACTED

TOPSOIL MINIMUM

APPLY SEED, MULCH, AND

AMENDMENTS AS PER

SEEDING SPECIFICATIONS

UNCOMPACTED SUBGRADE

VEGETATIVE STABILIZATION - GENERAL

NOT TO SCALE

verdantas

DRAWING TITLE & PROJECT NAME

DRAWING NO.

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PROJECT STATUS

Th is dr aw ing re pr es en ts a d es ign in ten t a nd co nc ep t o nly

. T his do cu me nt an d a ll a ss oc iat ed do cu me nts ar e p re pa re d f or a sp ec ific si te an d e ve nt, an d i nc or po ra te ca lcu lat ion s a nd m ea su re me nts av ail ab le fro m tim e o f d ra ftin g.

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Wilkes-Barre 613 Baltimore Dr. Suite 300

Wilkes-Barre, PA 18702 570-821-1999

C901

2023.5936.001 2025.09.16

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EXISTING

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REGISTERED

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PROFESSIONAL

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ENGINEER

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LOUIS S. SPACIANO

SOIL LIMITATIONS AND RESOLUTIONS

SOIL

LIMITATION SOIL RESOLUTION

CUT BANK

CAVING

OVER-EXCAVATE MATERIAL AND

REPLACE WITH SUITABLE MATERIAL

CONSTRUCT APPROPRIATE ROCK

SLOPE PROTECTION OR BENCHING AS

DIRECTED BY ENGINEER

CORROSIVE TO

CONCRETE/STEEL

USE CORROSION RESISTANT PIPE

MATERIALS

APPLY CORROSION RESISTANT

PRODUCTS TO SURFACE OF

CONSTRUCTED FEATURES

OVER EXCAVATE AND REPLACE

CORROSIVE SOILS

DROUGHTY INSTALL SLOPE BLANKETS ON SLOPES

3:1 OR STEEPER

ADD SOIL AMENDMENTS TO

PROMOTE VEGETATIVE GROWTH -

ERODIBLE SOILS INSTALL SLOPE BLANKETS ON SLOPES

3:1 OR STEEPER

STABILIZE DISTURBED AREAS WITH

SEEDING AND SOIL SUPPLEMENTS

PROTECT DOWNSTREAM AREAS FROM

SEDIMENT LADEN SHEET FLOW WITH

COMPOST FILTER SOCK OR SILT FENCE

FLOODING ENSURE THAT THE SITE HAS PROPER

DRAINAGE - -

HIGH WATER

TABLE

USE PUMP WATER FILTER BAG TO

DEWATER EXCAVATION, USE TRENCH

BOXES

AVOID SEEPS OR WET SPOTS ENSURE POSITIVE DRAINAGE AWAY

FROM EXCAVATIONS

HYDRIC

SOILS/HYDRIC

INCLUSIONS

MARK WETLAND AREAS WITH

TEMPORARY PROTECTIVE FENCING

AND AVOID WETLANDS/WET AREAS

ENSURE POSITIVE DRAINAGE AWAY

FROM POTENTIALLY HYDRIC AREAS

RETURN STORMWATER CONVEYANCE

TO SHEETFLOW

LOW STRENGTH CONSULT WITH ENGINEER

COMPACT FILL WITH A VIBRATORY

ROLLER DELIVERING 50,000 POUNDS

TOTAL DYNAMIC FORCE

OVER-EXCAVATE TO FIRM MATERIAL

AND BACKFILL WITH SUITABLE ON-SITE

EXCAVATED MATERIAL

SLOW

PERCOLATION

AVOID PLACING STORMWATER

INFILTRATION BASINS IN THESE AREAS

AVOID PLACING ON-LOT SEPTIC

SYSTEMS IN THESE AREAS -

PIPING INSTALL END SECTIONS OR

HEADWALLS ON ALL NEW PIPES

COMPACT FILL WITH A VIBRATORY

ROLLER DELIVERING 50,000 POUNDS

TOTAL DYNAMIC FORCE

IN LIEU OF EXTENDING EXISTING

FEATURE REPLACE WITH NEW PIPE

AND END SECTION/END WALL

POOR SOURCE OF

TOPSOIL

STRIP AND STOCKPILE MATERIAL

ONSITE. REMOVE STONE AND COARSE

FRAGMENT

USE FOR BULK FILL AND REMOVE

EXCESS MATERIAL FROM SITE.

IMPORT SUITABLE TOPSOIL IF EXISTING

MATERIAL IS INADEQUATE.

FROST ACTION

CONSTRUCTION SHALL BE LIMITED

WHEN THERE IS A RISK OF FREEZING

TO NON-OBSTRUCTIVE MEASURES

CONTRACTOR SHALL CONSULT

PROJECT ENGINEER FOR EARTHWORK

WHICH IS TO OCCUR DURING PERIODS

OF FROST

WETNESS ENSURE THAT THE SITE HAS PROPER

DRAINAGE AVOID SEEPS OR WET SPOTS ENSURE POSITIVE DRAINAGE AWAY

FROM EXCAVATIONS

FILTER BAG

WELL VEGETATED, GRASSY AREA

FILTER BAG

INTAKE HOSE

PUMP

DISCHARGE HOSE

CLAMPS

HEAVY DUTY LIFTING STRAPS

(RECOMMENDED)

CLAMPS

INTAKE HOSE

PUMP

DISCHARGE HOSE

WELL VEGETATED, GRASSY AREA

NOTES:

1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL

SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE

OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL

BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL

PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME

1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF

THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO

FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

3. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO

STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE

UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER

STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES

GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE

AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE

STEEPNESS.

4. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST

BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV

WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR GRASSY AREA IS

NOT AVAILABLE.

5. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER

SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS

RECOMMENDED FOR THIS PURPOSE.

6. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED

BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND

SCREENED.

7. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL

CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

PLAN VIEW

ELEVATION VIEW

PROPERTY TEST METHOD MINIMUM STANDARD

AVG. WIDE WIDTH STRENGTH ASTM D-4884 60 LB/IN

GRAB TENSILE ASTM D-4632 205 LB

PUNCTURE ASTM D-4833 110 LB

MULLEN BURST ASTM D-3786 350 PSI

UV RESISTANCE ASTM D-4355 70%

AOS % RETAINED ASTM D-4751 80 SIEVE

STANDARD CONSTRUCTION DETAIL # 3-16

PUMPED WATER FILTER BAG

NOT TO SCALE

NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND

STABLE. STOCKPILE MATERIAL AT LOCATIONS SHOWN ON PLANS.

2. STOCKPILE TOPSOIL OR EXCAVATED SOIL MATERIAL AT LOCATIONS

SHOWN FOR EACH PHASE OF CONSTRUCTION.

3. HEIGHT AND SIDE SLOPES SHALL NOT EXCEED MAXIMUM VALUES

SHOWN ABOVE.

4. INSTALL COMPOST FILTER SOCK PRIOR TO STOCKPILING OF MATERIAL.

REPLACE ANY COMPOST FILTER SOCK REMOVED FOR VEHICULAR

ACCESS AFTER EACH WORK DAY.

5. ALL ACTIVE STOCKPILES SHALL BE ACCESSED FROM THE UPHILL SIDE.

6. SEE DETAILS FOR INSTALLATION OF COMPOST FILTER SOCK.

7. APPLY A TEMPORARY SEED MIX AND MULCH WHEN PILE WILL REMAIN

UNDISTURBED FOR 4 DAYS OR MORE.

8. ALL SLOPES TO BE CONSTRUCTED NO STEEPER THAN 2H:1V.

9. DIRECT SURFACE WATER AWAY FROM STOCKPILE TO PREVENT

EROSION DETERIORATION OF MATERIAL. PLACE, GRADE AND SHAPE

STOCKPILES TO DRAIN SURFACE WATERS. COVER, AS NEEDED, TO

PREVENT WIND BLOWN DUST OR SATURATION OF MATERIALS

COMPOST FILTER SOCK

COMPOST FILTER SOCK ON LOW SIDE AND AROUND BOTH

ENDS OF STOCKPILE, WITH STONE FILTER AT LOW POINT(S).

MAINTAIN AS SPECIFIED ON DETAILS.

' M

AX

. 1 SLOPE OR LESS

TEMPORARY SEED

AND MULCH ON ALL

SURFACES

SOIL STOCKPILE DETAIL

NOT TO SCALE

SEQUENCE OF…