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Know what's below.

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RECEIVING WATERSHED

UN-NAMED TRIBUTARY TO

CATASAUQUA CREEK

(CWF, MF)

DuB UoB

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SHED

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WV

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EXISTING CHAIN LINK FENCE

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EXISTING CHAIN LINK FENCE

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EXISTING EOP

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EXISTING EOP

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EXISTING EOP

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EXISTING EOP

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EXISTING CENTERLINE

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EXISTING CENTERLINE

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EXISTING WELL

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MACADAM DRIVE

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MACADAM DRIVE

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CORN FIELD

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WV

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EXISTING WELL

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EXISTING GARAGE

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DOOR

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DOOR

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DOOR

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BAY DOOR

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BAY DOOR

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CONCRETE PAD

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SUMP PIPE

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DS

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DS

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TANK LID

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EXISTING SANITARY DRAIN FIELD

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APPROXIMATE UNDERGROUND PIPE LOCATION

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EX. CHAIN LINK FENCE (TBR)

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STOP AHEAD

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MACADAM PARKING AREA

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MACADAM DRIVE

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MACADAM PARKING AREA

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GRAVEL DRIVE

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MACADAM DRIVE

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CONCRETE PAD

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EX. CHAIN LINK FENCE (TBR)

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EX. CHAIN LINK FENCE (TBR)

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EX. CHAIN LINK FENCE (TBR)

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PPL 64184 S50710

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PPL 64190 S50719

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EXISTING GARAGE

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DOOR

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DOOR

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BAY DOORS

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GRAVEL DRIVE

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GRAVEL DRIVE

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GRASS

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GRASS

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GRASS

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SHED

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NO TRESPASSING

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WATER VALVE

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BM CMON ELEV=536.20

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EX. FENCE GATE (TBR)

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WATER VALVE

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NORTH STREET (UNDEVELOPED)

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DRIFTWOOD ROAD

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EX. CHAIN LINK FENCE (TBR)

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EX. CHAIN LINK FENCE (TBR)

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GRAVEL DRIVE

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND (BROKEN)

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IRON PIN FOUND

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IRON PIN FOUND

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IRON PIN FOUND

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STRONG READING IN MACADAM

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BUILDING RESTRICTION LINE

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BUILDING RESTRICTION LINE

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LEGAL RIGHT-OF-WAY

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ULTIMATE RIGHT-OF-WAY

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N/F EAST ALLEN TOWNSHIP PARID: L5 2 2B INST: 168000353

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IRON PIN FOUND IN CONCRETE

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IRON PIN FOUND IN CONCRETE

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N/F DAVIDSON, JEFFREY & DOREEN PARID: L5NW3 2 4 0508 INST: 2002027491

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N/F GABLE, LESLIE & VALERIE PARID: L5NW3 2 5 0508 INST: 639000292

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N/F SANTANA, ERIK JEFREY PARID: L5NW3 2 6 0508 INST: 2024020107

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N/F GERSTENBERG, RICHARD PARID: L5NW3 2 7A 0508 INST: 2020037270

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N/F KNOUSE, JOHN & KATHY PARID: L5NW3 2 7 0508 INST: 820000396

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N/F DIMENICHI, CHRISTOPHER S JR PARID: L5NW3 2 8 0508 INST: 2022027396

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N/F MILLER MANOR HOA PARID: L5NW3 2 9 0508 INST: 690000011

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N/F BENNINGER, BRUCE & SHIRLEY PARID: L5 2 2F 0508 INST: 469000292

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N/F EDWARD & DANIELLE MILLER DBV 2003-1-410845 TRACT 1 L5-3-4

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N/F CHRISTOPHER S SR. & THERESA A DIMENICHI PARID: L5 3 4B DEED: 863000641

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N/F PATRICK K ADAMS & AMBER M SCHAFFER DBV 2017-1 141805 L5-3-4A

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N/F TIFFANIE ROMEY PARID: L5 2 2 DEED BK: 2023-1 245327

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N/F EDWARD & DANIELLE MILLER DBV 2003-1-410845 TRACT 2 L5-3-4

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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HOUSE

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BLDG.

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BLDG.

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GARAGE

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GARAGE

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GARAGE

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SHED

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SHED

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HOUSE

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(TO BE REMOVED BY TOWNSHIP)

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LIMIT OF DISTURBANCE

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GARAGE

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20' MIN.

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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SEAL:

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OF

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SSC

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JLS

AutoCAD SHX Text 06/24/2026

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EA24-28(A)

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POLE BUILDING REPLACEMENT

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MAINTENANCE GARAGE

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EAST ALLEN TOWNSHIP NORTHAMPTON COUNTY PENNSYLVANIA

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PENNSYLVANIA

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MAINTENANCE GARAGE POLE BUILDING REPLACEMENT

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NORTHAMPTON COUNTY

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EAST ALLEN TOWNSHIP

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PROJECT# EA24-28(A)

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%%USHEET INDEX

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%%ULOCATION MAP / EXISTING CONDITIONS

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SCALE: 1"=30'

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%%UOWNER

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EAST ALLEN TOWNSHIP

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5344 NOR-BATH BOULEVARD

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NORTHAMPTON, PA 18067

AutoCAD SHX Text SHEET 1 - COVER SHEET/EXISTING CONDITIONS PLAN SHEET 2 - SITE PLAN SHEET 3 - ESPC/GRADING PLAN SHEET 4 - ESPC NOTES AND DETAILS SHEET 5 - NOTES AND DETAILS

AutoCAD SHX Text NOTE: : THIS DRAWING CANNOT BE USED AS A CONSTRUCTION DRAWING UNLESS THE PERMITTEE COMPLIES WITH THE PROVISIONS OF ACT 287 OF 1974 AS AMENDED, PREVENTION OF DAMAGE TO UNDERGROUND UTILITIES. PRIOR TO CONSTRUCTION CONSULT WITH UTILITY COMPANIES TO RESOLVE ANY PROBLEMS WHICH MAY BE CREATED DUE TO THE LOCATION OF UTILITIES.

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%%U"CALL BEFORE YOU DIG"

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PENNSYLVANIA ONE CALL SYSTEM, INC.

AutoCAD SHX Text 1-800-242-1776

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DESIGN STAGE - STOP CALL

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PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE

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FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN

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SERIAL NUMBER 20253172356

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AutoCAD SHX Text PROJECT NARRATIVE EAST ALLEN TOWNSHIP IS PROPOSING THE REPLACEMENT OF AN EXISTING POLE BARN AT THE MUNICIPAL PROPERTY ON DRIFTWOOD ROAD LOCATED APPROXIMATELY 0.4 MILES NORTH OF THE INTERSECTION OF DRIFTWOOD ROAD AND NOR BATH BOULEVARD (S.R. 329). WRITTEN DIRECTIONS TO THE SITE FROM NORTHAMPTON, PA 18067 - FROM THE INTERSECTION OF AIRPORT ROAD (S.R. 987) AND NOR BATH BOULEVARD (S.R. 329). TRAVEL 0.8 MILES WEST ON NOR BATH BOULEVARD TO THE INTERSECTION WITH DRIFTWOOD ROAD. TURN RIGHT ONTO DRIFTWOOD AND TRAVEL APPROXIMATELY 0.4 MILES TO THE EXISTING POLE BARN. EXISTING SITE CONDITIONS THE PROPOSED AREA IS A MUNICIPAL PUBLIC WORKS BUILDING IN AN AREA OF RESIDENTIAL HOMES, AND ADJACENT FARMLAND. THE PAST LAND USE IS UNCHANGED FROM THE CURRENT LAND USE. THERE ARE NO KNOWN NATURAL OCCURRING GEOLOGICAL FORMATIONS OR SOIL CONDITIONS THAT HAVE THE POTENTIAL TO CAUSE POLLUTION DURING CONSTRUCTION. EROSION CONTROL BMP'S EROSION & SEDIMENTATION CONTROL BMP'S PROPOSED FOR THIS PROJECT INCLUDE, BUT ARE NOT LIMITED TO COMPOST FILTER SOCK, ROCK CONSTRUCTION ENTRANCE AND CONCRETE WASHOUT.

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1. ANY AREA DISTURBED BEYOND THE LIMIT OF CONSTRUCTION SHALL BE ANY AREA DISTURBED BEYOND THE LIMIT OF CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR AT THEIR OWN EXPENSE. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHY AND CULVERT INVERT ELEVATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCIES SHALL BE PROVIDED TO THE TOWNSHIP ENGINEER IN WRITING IMMEDIATELY. 3. LOCATION OF ALL EXISTING SERVICES ARE APPROXIMATE AND MUST BE LOCATION OF ALL EXISTING SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ALL UTILITY SERVICES CONNECTION POINTS SHALL BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR IN FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE TOWNSHIP ENGINEER. 4. THE SUITABILITY OF EXCAVATING MATERIAL FOR USE AS BACKFILL SHALL THE SUITABILITY OF EXCAVATING MATERIAL FOR USE AS BACKFILL SHALL BE DETERMINED BY THE TOWNSHIP ENGINEER. 5. SUBGRADE MATERIAL FOR ASPHALT SHALL BE FREE OF ORGANICS AND SUBGRADE MATERIAL FOR ASPHALT SHALL BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD THE SUBGRADE MATERIAL BE DEEMED UNSUITABLE, IT IS TO BE REMOVED AND REPLACED WITH APPROVED FILL MATERIAL COMPACTED TO 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD). 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY AND OSHA STANDARDS. 7. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS. SITE GRADING SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE MATERIALS AND REPLACING WITH SUITABLE MATERIALS. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR MAXIMUM DENSITY PER A.S.T.M. TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM. 8. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE TOWNSHIP ENGINEER AND/OR OWNER REPRESENTATIVE IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. 9. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS, UNSUITABLE, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS, UNSUITABLE, CONTAMINATED, ETC. SOILS, EXCAVATION, DEBRIS, VEGETATION, ETC., IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. 10. ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED ALL PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATE FINISHED GRADE. 11. ROUGH GRADING SHALL INCLUDE THE CLEARING AND GRUBBING OF ALL ROUGH GRADING SHALL INCLUDE THE CLEARING AND GRUBBING OF ALL AREAS WITHIN THE LIMIT OF DISTURBANCE. 12. ALL DISTURBED AREAS NOT RECEIVING IMPERVIOUS SURFACES OR ALL DISTURBED AREAS NOT RECEIVING IMPERVIOUS SURFACES OR LANDSCAPING SHALL BE RESTORED IN ACCORDANCE WITH THE LANDSCAPING/SOIL EROSION AND SEDIMENT CONTROL SEEDING SPECIFICATIONS AS NOTED ON E&S PLANS. 13. ANY EXISTING UTILITY POLES INTERFERING WITH CONSTRUCTION SHALL BE ANY EXISTING UTILITY POLES INTERFERING WITH CONSTRUCTION SHALL BE RELOCATED TO A LOCATION IN ACCORDANCE WITH UTILITY OWNERS, TOWNSHIP, AND PENNDOT REGULATIONS AND SPECIFICATIONS.

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%%UGENERAL GRADING AND UTILITY NOTES:

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PROJECT SITE

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COVER SHEET / EXISTING CONDITIONS PLAN

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%%ULEGEND

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PROPERTY LINE

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EXISTING ROAD CENTER LINE

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EXISTING EDGE OF PAVEMENT

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EXISTING MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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EXISTING UTILITY POLE

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EXISTING IRON PIN/PIPE

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EXISTING TREES

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EXISTING GUY WIRE

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EXISTING DRIVEWAY

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EXISTING BUILDING

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EXISTING CHAIN LINK FENCE

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EXISTING RIGHT-OF-WAY

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EXISTING OVERHEAD WIRE

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EXISTING WALL

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EXISTING SIGN

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EXISTING MAILBOX

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LIMIT OF DISTURBANCE AREA = 32,758 S.F. OR 0.752 AC.

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SOIL TYPES

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SOILS BOUNDARY

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URBAN LAND DUFFIELD COMPLEX, 0 TO 8 PERCENT SLOPES

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DUFFIELD SILT LOAM, 3 TO 8 PERCENT SLOPES

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EXISTING GRASS AREA

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EXISTING GRAVEL DRIVE

RECEIVING WATERSHED

UN-NAMED TRIBUTARY TO

CATASAUQUA CREEK

(CWF, MF)

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AutoCAD SHX Text N83°28'00"E

AutoCAD SHX Text 290.50'

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(DEED 290.55)

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(DEED 150.00)

AutoCAD SHX Text N08°24'00"W

AutoCAD SHX Text 150.31'

AutoCAD SHX Text S83°28'00"W

AutoCAD SHX Text 290.55'

AutoCAD SHX Text S08°24'00"E

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EXISTING GARAGE

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DOOR

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DOOR

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DOOR

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BAY DOOR

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BAY DOOR

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CONCRETE PAD

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STOP AHEAD

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MACADAM PARKING AREA

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MACADAM DRIVE

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MACADAM PARKING AREA

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CONCRETE PAD

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GRASS

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GRASS

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GRASS

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SHED

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NO TRESPASSING

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BM CMON ELEV=536.20

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NORTH STREET (UNDEVELOPED)

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DRIFTWOOD ROAD

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND

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STRONG READING IN MACADAM

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BUILDING RESTRICTION LINE

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BUILDING RESTRICTION LINE

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LEGAL RIGHT-OF-WAY

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ULTIMATE RIGHT-OF-WAY

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N/F EAST ALLEN TOWNSHIP PARID: L5 2 2B INST: 168000353

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PROPOSED POLE BARN BUILDING 7,200 S.F. F.F. = 538.25

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AutoCAD SHX Text 77.5'

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20' MIN.

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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SSC

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JLS

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EA24-28(A)

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EAST ALLEN TOWNSHIP NORTHAMPTON COUNTY PENNSYLVANIA

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%%USITE PLAN

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%%UOWNER

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EAST ALLEN TOWNSHIP

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5344 NOR-BATH BOULEVARD

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NORTHAMPTON, PA 18067

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SITE PLAN

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%%ULEGEND

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EXISTING UTILITY POLE

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EXISTING IRON PIN/PIPE

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EXISTING TREES

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LIMIT OF DISTURBANCE AREA = 32,758 S.F. OR 0.752 AC.

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PROPOSED BUILDING RESTRICTION LINE

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PROPOSED BUILDING

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PROPOSED 16' WIDE ELECTRONIC SLIDING FENCE GATE

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PROPOSED 8' HIGH CHAINLINK FENCE

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PROPOSED 8' HIGH CHAINLINK FENCE

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PROPOSED DOUBLE 8' WIDE SWING FENCE GATE (16' TOTAL WIDTH)

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PROPOSED 6' WIDE SINGLE SWING FENCE GATE

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BAY DOOR (TYP.)

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MAN DOOR (TYP.)

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PROPERTY LINE

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EXISTING ROAD CENTER LINE

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EXISTING EDGE OF PAVEMENT

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EXISTING MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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EXISTING DRIVEWAY

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EXISTING BUILDING

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EXISTING RIGHT-OF-WAY

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EXISTING OVERHEAD WIRE

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EXISTING WALL

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EXISTING GRASS AREA

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EXISTING GRAVEL DRIVE

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PROPOSED PAVEMENT

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PROPOSED GRASS AREA

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PROPOSED CHAIN LINK FENCE

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1500 GALLON HOLDING TANK

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315 GALLON OIL/WATER SEPARATOR

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4" INLET/OUTLET PIPE

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PROPOSED TWP. SUPPLIED A/C DISCONNECT

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PROPOSED SINGLE PHASE DIRECT BURIAL WIRE TO SLIDE GATE OPERATOR

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PROPOSED SLIDE GATE OPERATOR - SEE SHEET 5 FOR DETAIL SPECS

AutoCAD SHX Text PROPOSED GATE ACCESS CONTROL KEYPAD POWER TO BE SUPPLIED FROM SLIDE GATE OPERATOR. SEE SHEET 5 FOR DETAIL SPECS. CONTRACTOR TO COORDINATE LOCATION WITH TOWNSHIP.

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PROPOSED 400 AMP ELECTRICAL SERVICE METER

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PROPOSED PPL POLE TO BE INSTALLED BY PPL

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POLE BUILDING REPLACEMENT

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MAINTENANCE GARAGE

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PROPOSED 1000 GALLON PROPANE TANK (TO BE INSTALLED BY TOWNSHIP)

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PROPOSED UNDERGROUND GAS LINE (LOCATION TO BE DETERMINED BY CONTRACTOR)

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PROPOSED OVERHEAD ELECTRICAL WIRE

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PROPOSED UNDERGROUND ELECTRICAL WIRE

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PROPOSED PPL OVERHEAD WIRE TO BE INSTALLED BY PPL

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PROPOSED UNDERGROUND WIRE

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PROPOSED 12' WIDE MANUAL SLIDING FENCE GATE

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1. THE TOWNSHIP WILL REMOVE EXISTING POLE BUILDING AND FOUNDATION THE TOWNSHIP WILL REMOVE EXISTING POLE BUILDING AND FOUNDATION AND FILL IN AREAS TO MATCH EXISTING GRADE. 2. THE TOWNSHIP WILL FURNISH AND INSTALL THE PROPOSED PROPANE TANK THE TOWNSHIP WILL FURNISH AND INSTALL THE PROPOSED PROPANE TANK AS SHOWN ON THE PROJECT DRAWINGS. 3. EXISTING FENCES TO BE REMOVED BY TOWNSHIP OR BY CONTRACTOR AS EXISTING FENCES TO BE REMOVED BY TOWNSHIP OR BY CONTRACTOR AS ADD ALTERNATE 1. 4. PROPOSED FENCE AND GATES TO BE INSTALLED BY TOWNSHIP AT PROPOSED FENCE AND GATES TO BE INSTALLED BY TOWNSHIP AT COMPLETION OF PROJECT OR BY CONTRACTOR AS ADD ALTERNATE 2.

%%UNOTES:

RECEIVING WATERSHED

UN-NAMED TRIBUTARY TO

CATASAUQUA CREEK

(CWF, MF)

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WV

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WV

AutoCAD SHX Text N83°28'00"E

AutoCAD SHX Text 290.50'

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(DEED 290.55)

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(DEED 150.00)

AutoCAD SHX Text N08°24'00"W

AutoCAD SHX Text 150.31'

AutoCAD SHX Text S83°28'00"W

AutoCAD SHX Text 290.55'

AutoCAD SHX Text S08°24'00"E

AutoCAD SHX Text 150.00'

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EXISTING GARAGE

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DOOR

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DOOR

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DOOR

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BAY DOOR

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BAY DOOR

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CONCRETE PAD

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STOP AHEAD

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MACADAM PARKING AREA

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MACADAM DRIVE

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MACADAM PARKING AREA

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CONCRETE PAD

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GRASS

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GRASS

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GRASS

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SHED

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NO TRESPASSING

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WATER VALVE

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BM CMON ELEV=536.20

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WATER VALVE

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NORTH STREET (UNDEVELOPED)

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DRIFTWOOD ROAD

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND (BROKEN)

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CONCRETE MONUMENT FOUND

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STRONG READING IN MACADAM

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BUILDING RESTRICTION LINE

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BUILDING RESTRICTION LINE

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LEGAL RIGHT-OF-WAY

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ULTIMATE RIGHT-OF-WAY

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N/F EAST ALLEN TOWNSHIP PARID: L5 2 2B INST: 168000353

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PROPOSED POLE BARN BUILDING 7,200 S.F. F.F. = 538.25

AutoCAD SHX Text 60.0'

AutoCAD SHX Text 20.0'

AutoCAD SHX Text 77.5'

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SP

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RCE

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CW

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AutoCAD SHX Text 538.05

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AutoCAD SHX Text 120.0'

AutoCAD SHX Text 10.1'

AutoCAD SHX Text 540.00

AutoCAD SHX Text 540.60

AutoCAD SHX Text 540.9

AutoCAD SHX Text 539.00

AutoCAD SHX Text N

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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SSC

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JLS

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EA24-28(A)

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EAST ALLEN TOWNSHIP NORTHAMPTON COUNTY PENNSYLVANIA

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%%UESPC PLAN

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SCALE: 1"=10'

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%%UOWNER

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EAST ALLEN TOWNSHIP

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5344 NOR-BATH BOULEVARD

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NORTHAMPTON, PA 18067

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ESPC/GRADING PLAN

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%%UESPC LEGEND

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CONCRETE WASHOUT

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STOCKPILE

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CW

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SP

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COMPOST FILTER SOCK

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RCE

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ROCK CONSTRUCTION ENTRANCE

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-XX

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%%ULEGEND

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PROPERTY LINE

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EXISTING ROAD CENTER LINE

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EXISTING EDGE OF PAVEMENT

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EXISTING MINOR CONTOUR

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EXISTING MAJOR CONTOUR

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EXISTING DRIVEWAY

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EXISTING BUILDING

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EXISTING CHAIN LINK FENCE

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EXISTING RIGHT-OF-WAY

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EXISTING OVERHEAD WIRE

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EXISTING WALL

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EXISTING GRASS AREA

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EXISTING GRAVEL DRIVE

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1500 GALLON HOLDING TANK

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315 GALLON OIL/WATER SEPARATOR

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4" INLET/OUTLET PIPE

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BAY DOOR (TYP.)

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MAN DOOR (TYP.)

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PROPOSED DOUBLE 8' WIDE SWING FENCE GATE (16' TOTAL WIDTH)

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PROPOSED 16' WIDE ELECTRONIC SLIDING FENCE GATE

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PROPOSED 8' HIGH CHAINLINK FENCE

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PROPOSED 8' HIGH CHAINLINK FENCE

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PROPOSED 6' WIDE SINGLE SWING FENCE GATE

AutoCAD SHX Text 06/24/2026

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POLE BUILDING REPLACEMENT

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MAINTENANCE GARAGE

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EXISTING UTILITY POLE

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EXISTING IRON PIN/PIPE

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EXISTING TREES

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LIMIT OF DISTURBANCE AREA = 32,758 S.F. OR 0.752 AC.

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PROPOSED BUILDING RESTRICTION LINE

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PROPOSED BUILDING

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PROPOSED PAVEMENT

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PROPOSED GRASS AREA

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PROPOSED CHAIN LINK FENCE

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PROPOSED OVERHEAD ELECTRICAL WIRE

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PROPOSED UNDERGROUND ELECTRICAL WIRE

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PROPOSED 12' WIDE MANUAL SLIDING FENCE GATE

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1. THE TOWNSHIP WILL REMOVE EXISTING POLE BUILDING AND FOUNDATION THE TOWNSHIP WILL REMOVE EXISTING POLE BUILDING AND FOUNDATION AND FILL IN AREAS TO MATCH EXISTING GRADE. 2. THE TOWNSHIP WILL FURNISH AND INSTALL THE PROPOSED PROPANE TANK THE TOWNSHIP WILL FURNISH AND INSTALL THE PROPOSED PROPANE TANK AS SHOWN ON THE PROJECT DRAWINGS. 3. EXISTING FENCES TO BE REMOVED BY TOWNSHIP OR BY CONTRACTOR AS EXISTING FENCES TO BE REMOVED BY TOWNSHIP OR BY CONTRACTOR AS ADD ALTERNATE 1. 4. PROPOSED FENCE AND GATES TO BE INSTALLED BY TOWNSHIP AT PROPOSED FENCE AND GATES TO BE INSTALLED BY TOWNSHIP AT COMPLETION OF PROJECT OR BY CONTRACTOR AS ADD ALTERNATE 2.

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%%UNOTES:

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EXISTING CHAIN LINK FENCE (TO BE REMOVED)

EXISTING CHAIN LINK FENCE (TO BE REMOVED)

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AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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PLAN TITLE:

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PROJECT TITLE:

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SEAL:

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OF

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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SSC

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JLS

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EA24-28(A)

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EAST ALLEN TOWNSHIP NORTHAMPTON COUNTY PENNSYLVANIA

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NOT TO SCALE

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ESPC NOTES AND DETAILS PLAN

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12" MIN

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SECTION VIEW

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DISTURBED AREA

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UNDISTURBED AREA

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PLAN VIEW

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DISTURBED AREA

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UNDISTURBED AREA

AutoCAD SHX Text SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL (MAR. 2012). COMPOST SHALL MEET THE FOLLOWING STANDARDS:

AutoCAD SHX Text Standard Construction Detail # 4-1

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%%UCOMPOST FILTER SOCK

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NOT TO SCALE

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2"X2" WOODEN STAKES PLACED 10' O.C.

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BROWN/PLACED FILTER MEDIA

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FLOW

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FLOW

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2"X2" WOODEN STAKES PLACED 10' O.C.

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EXISTING CONTOURS

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ORGANIC MATTER CONTENT

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80% - 100% (DRY WEIGHT BASIS)

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ORGANIC PORTION

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FIBROUS AND ELOGATED

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5.5 - 8.0

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MOISTURE CONTENT

AutoCAD SHX Text 35% - 55%

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PARTICLE SIZE

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98% PASS THROUGH 1" SCREEN

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SOLUBLE SALT CONCENTRATION

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5.0 dS/m (mmhos/cm) MAXIMUM

AutoCAD SHX Text %%UGeneral Notes:

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1. COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT (SEE FIGURE 4.1 OF THE PA DEP EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MAR. 2012). MAXIMUM SLOPE LENGTH ABOVE ANY SOCK SHALL NOT EXCEED THAT SHOWN OF FIGURE 4.2 OF THE PA DEP EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL (MAR. 2012). STAKES MAY BE INSTALLED IMMEDIATELY DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER. 2. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS. 3. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. 4. SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 5. BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 6. UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

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MATERIAL TYPE

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AutoCAD SHX Text 5 mil HDPE

AutoCAD SHX Text 5 mil HDPE

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MULTI-FILAMENT POLYPROPYLENE (MFPP)

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HEAVY DUTY MULTI-FILAMENT POLYPROPYLENE (HDMFPP)

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MATERIAL CHARACTERISTICS

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SOCK DIAMETERS

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MESH OPENING

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TENSILE STRENGTH

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ULTRAVIOLET STABILITY % ORIGINAL STRENGTH (ASTM G-155)

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MINIMUM FUNCTIONAL LONGEVITY

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TWO-PLY SYSTEMS

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INNER CONTAINMENT NETTING

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HDPE BIAXIAL NET

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CONTINUOUSLY WOUND

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FUSION-WELD JUNCTURES

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3/4" X 3/4" MAX. APERTURE SIZE

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OUTER FILTRATION MESH

AutoCAD SHX Text COMPOSITE POLYPROPYLENE FABRIC (WOVEN LAYER & NON-WOVEN FLEECE MECHANICALLY FUSED VIA NEEDLE PUNCH)

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3/16" MAX. APERTURE SIZE

AutoCAD SHX Text SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS.

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AutoCAD SHX Text 12" 18" 24" 32"

AutoCAD SHX Text 12" 18" 24" 32"

AutoCAD SHX Text 12" 18" 24" 32"

AutoCAD SHX Text 3/8"

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AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 26 psi

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AutoCAD SHX Text 44 psi

AutoCAD SHX Text 202 psi

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PHOTO - DEGRADABLE

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PHOTO - DEGRADABLE

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PHOTO - DEGRADABLE

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PHOTO - DEGRADABLE

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BIO - DEGRADABLE

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6 MONTHS

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9 MONTHS

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6 MONTHS

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1 YEAR

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2 YEARS

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23% AT 1000 HR.

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23% AT 1000 HR.

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100% AT 1000 HR.

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100% AT 1000 HR.

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TABLE 4.1 COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

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TABLE 4.2

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COMPOST STANDARDS

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ORGANIC MATTER CONTENT

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25% - 100% (DRY WEIGHT BASIS)

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ORGANIC PORTION

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FIBROUS AND ELONGATED

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5.5 - 8.5

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MOISTURE CONTENT

AutoCAD SHX Text 30% - 60%

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PARTICLE SIZE

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30% - 50% PASS THROUGH 3/8" SIEVE

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SOLUBLE SALT CONCENTRATION

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5.0 dS/m (mmhos/cm) MAXIMUM

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MIN. 8" AASHTO NO. 1

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1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE. 2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. 3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED. MAINTENANCE: 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. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

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EXISTING ROADWAY

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EXISTING ROADWAY

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50' MIN.

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20' MIN.

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PLAN VIEW

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PROFILE

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10' MIN.

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10' MIN.

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* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

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EXISTING GROUND

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GEOTEXTILE

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MOUNTABLE BERM (6"MIN.)*

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EARTH FILL

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PIPE AS NECESSARY

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%%UROCK CONSTRUCTION ENTRANCE

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NOT TO SCALE

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ROCK

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FRACTURED

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ROCK

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FRACTURED

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1. THE REPAIR TECHNIQUES AS DESCRIBED BELOW ARE SUITABLE ONLY IF THE SINKHOLE IS LOCATED IN AN OPEN AREA. IF THE SINKHOLE IS LOCATED UNDER OR NEAR A STRUCTURE OR A BUILDING, COMPACTION GROUTING MAY BE NECESSARY FOR REMEDIATION, AS DETERMINED BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF PENNSYLVANIA. 2. EXCAVATE DOWN TO BEDROCK OR TO THE SINKHOLE THROAT . 3. EXPOSE THE ROCK SURFACE BY WASHING THE AREA WITH A SMALL HOSE WATER SPRAY AND INSTALL HIGHSUMP CEMENT INTO VOIDS AND CREVICES UNTIL VOIDS ARE FILLED AND A CAP COVERS THE AREA. THE LIMIT OF EXCAVATION AND CONCRETE SHALL BE DETERMINED BY THE ENGINEER. 4. AFTER CONCRETE HAS SET OVERNIGHT, BACKFILL HOLE WITH RELATIVELY IMPERMEABLE CLAY SOIL. COMPACT SOIL IN 6" LIFTS WITH A POWER TAMPER OR RAMMER TO AT LEAST 95% OF THE STANDARD PROCTOR. THE TOP THREE(3) FEET SHALL BE BACKFILLED WITH 2RC CRUSHED AGGREGATE. 5. BACKFILL HOLE ABOVE EXISTING GRADE TO DIVERT SURFACE WATER. 6. WHEN SINKHOLE IS UNDER A PROPOSED UTILITY. CONCRETE IS TO BE SET 6" BELOW THE UTILITY TO ALLOW FOR A STONE BEDDING.

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1. THE REPAIR TECHNIQUES AS DESCRIBED BELOW ARE SUITABLE ONLY IF THE SINKHOLE IS LOCATED IN AN OPEN AREA. IF THE SINKHOLE IS LOCATED UNDER OR NEAR A STRUCTURE OR A BUILDING, COMPACTION GROUTING MAY BE NECESSARY FOR REMEDIATION, AS DETERMINED BY A GEOTECHNICAL ENGINEER LICENSED IN THE COMMONWEALTH OF PENNSYLVANIA. 2. EXCAVATE DOWN TO ROCK TO SINKHOLE THROAT OR TO A DEPTH OF 15 FEET BELOW GRADE, WHICHEVER OCCURS FIRST. 3. IF ROCK IS ENCOUNTERED WITHIN 10 FEET, STOP EXCAVATION. THE LIMIT OF EXCAVATION SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. GENERALLY, A ZONE OF SOFT, IN-FILL MATERIAL WILL BE FOUND WHICH COVERS MOST OF THE BOTTOM OF THE EXCAVATION. COVER THIS AREA WITH A GRADED ROCK FILTER AS SHOWN ABOVE. 4. BACKFILL HOLE WITH RELATIVELY IMPERMEABLE CLAY SOIL. COMPACT SOIL IN 6" LIFTS WITH A POWER TAMPER OR RAMMER TO AT LEAST 95% OF THE STANDARD PROCTOR. 5. BACKFILL HOLE ABOVE EXISTING GRADE TO DIVERT SURFACE WATER.

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24" MIN.

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18" MIN.

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12" MIN.

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2A DGA

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12"-18"%%C ROCKS

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COMPACTED SOIL

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FIRM SOIL

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NOT TO SCALE

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FIRM SOIL

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FIRM SOIL

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FIRM SOIL

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TAMPED BACKFILL

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CONCRETE CAP

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VOID

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NOT TO SCALE

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SINKHOLE IN SOIL

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SINKHOLE IN ROCK

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MIN.

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MAXIMUM DEPTH OF CONCRETE WASHOUT IS 50% OF FILTER RING HEIGHT

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24" DIAMETER COMPOST FILTER SOCK

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%%USECTION VIEW

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%%UPLAN VIEW

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DIRECT CONCRETE WASHOUT WATER INTO FILTER RING

AutoCAD SHX Text 2"x2"x36" WOODEN STAKES PLACED 5' O.C.

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24" DIAMETER COMPOST FILTER SOCK. 4' MIN. OVERLAP ON UPSLOPE SIDE OF FILTER RING

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1. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE. INSTALL ON FLAT GRADE FOR OPTIMUM PERFORMANCE. 2. 18" DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN 18" DIAMETER FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT. 3. A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE WASHOUT PRIOR TO INSTALLING THE SOCKS.

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%%UNOTES:

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NOT TO SCALE

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CONCRETE WASHOUT

AutoCAD SHX Text STANDARD EROSION AND SEDIMENT CONTROL PLAN NOTES 1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN 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 ENGINEER) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE ENGINEER SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE ENGINEER 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 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 TO AN ON-SITE PRE-CONSTRUCTION MEETING. 3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA 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 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 MUNICIPALITY. 5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, 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 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 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 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 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. 10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN 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 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 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 ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 14. VEHICLES AND EQUIPMENT MAY ONLY ENTER OR EXIT THE PROJECT SITE VIA THE STABILIZED ROCK CONSTRUCTION VEHICLES AND EQUIPMENT MAY ONLY ENTER OR EXIT THE PROJECT SITE VIA THE STABILIZED ROCK CONSTRUCTION ENTRANCE. 15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE 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. 16. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION. 17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER. 18. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. 19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES -- 6 TO 12 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. 20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. 21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 22. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS. 23. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 24. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 25. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 26. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN. 27. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS. 28. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS. 29. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED 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. 30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE PROJECT ENGINEER FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS. 31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON. 32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE PROJECT ENGINEER TO SCHEDULE A FINAL INSPECTION. 33. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION. 34. EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS. 35.