2-Plans MWW ChlorineContactPiping.2026.pdf

P E

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A

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I A

C O

M

M O

NW EALT

H

O

F

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

P L

O T

T E

D

F I

L E

N A

M E

Y

P e n n s y l v a n i a

S

M

W W

P

W S

M o d i f i c a t i o n

E n g

D o c s

P l a n s

C o v e r d g n

D e f a u l t

O P

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D-9012 CADD (02-90) REVISED (05-97)

dweist 08\07\2026 09:39:13PaDOT_2015

PREPARED BY:

PROJECT MANAGER DATE

LOCATION MAP

MILE 1/2 SCALE : 1" =

PROJECT

32069.02

GENERAL NOTES

Board of Directors

1 8

DRAWING NO.

OF

Drawing Index

Drawing No. Title

1 COVER SHEET

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza thereof, is strictly prohibited, except by written permission of this firm.

Benesch. Use, reuse, reproduction or modification of this plan or design information, or any part

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of

MADISONBURG WATER WORKS

Miles Township, Centre County, Pennsylvania

PLAN

DETAILS4 - 5

6 - 8 EROSION AND SEDIMENT CONTROL PLANS

LOCATION

PROJECT

CHLORINE CONTACT PIPING PROJECT

August 2026

Vacant

Barb Abbott

Nick Hettinger

Timothy Clouser

Thomas Clouser

Jennifer Clouser

Jennifer Clouser

Daryl Long

Vacant

- Board Member

- Board Member

- Board Member

- System Operator

- Meter Reader / Financial Secretary

- Treasurer

- Secretary

- Vice President

- President dweist Image dweist Text Box 8/7/2026

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Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

GENERAL NOTES GENERAL NOTES (CONT.)

WELDED WIRE FABRICWWF

WATER VALVEWV

WATERPROOFWP

WATER METERWM

WITHW/

VERTICALVERT

TOP OF WALLTOW

TOP OF FOOTINGTOF

TOP OF CONCRETETOC

THROUGHTHRU

TOP & BOTTOMT&B

TREADST

STRUCTURALSTRUCT

STEELSTL

STANDARDSTD

SQUARESQ

SPECIFICATIONSPEC

SIMILARSIM

SHEETSHT

SECTIONSECT

SCHEDULESCHED

ROOMRM

RETAININGRET

REQUIREDREQ'D

REINFORCEDREINF

REFERENCERE

ROOF DRAINRD

RADIUSRAD

OR

RADIUSR=

RISERR

QUANTITYQTY

POLYVINYL CHLORIDE PIPEPVC

PLYWOODPLWD

PLATEPL

OPENINGOPG

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

NO TRENCHNT

NECESSARYNEC'Y

MANHOLEMH

MINIMUMMIN

METALMET

MECHANICALMECH

MAXIMUMMAX

MANUFACTURERMANUF

LAVATORYLAV

LAMINATELAM

JOINTJT

JUNCTION BOXJB

INVERTINV

INTERIORINT

INSULATIONINSUL

INCHIN

INSIDE DIAMETERID

HEIGHTHT

HORIZONTALHORIZ

HOLLOW METALHM

HOSE BIBBHB

GAS VALVEGV

GROUTGRT

GAS METERGM

GENERALGEN

GALVANIZEDGALV

GAUGEGA

FLAG POLEFP

FOOTINGFTG

FOOTFT

FRAMEFRM

FLUORESCENTFLUOR

FLOORFLR

FINISH FLOORFIN FL

FIRE HYDRANTFH

FINISH GRADEFG

FOUNDATIONFDN

FLOOR DRAINFD

EXTERIOREXT

EXPANSION JOINTEXP JT

EXPANSIONEXP

EXISTINGEXIST

EQUIPMENTEQUIP

EQUALEQ

ELECTRICALELECT

ELEVATIONELEV

EACHEA

DRAWINGDWG

DOWN SPOUTDS

DOWNDN

DUCTILE IRON PIPEDIP

DIMENSIONDIM

DIAGONALDIAG

DIAMETERDIA

DETAILDET

DOUBLEDBL

CONTINUOUSCONT

CONSTRUCTIONCONST

CONCRETECONC

COLUMNCOL

CLEANOUTCO

CONCRETE MASONRY UNITCMU

CORRUGATED METAL PIPECMP

CEILINGCLG

CENTERLINE�

CONTROL JOINTCJ

CAST IRON PIPECIP

CEMENTCEM

CABINETCAB

BOTTOMBOT

BENCH MARKBM

BLOCKBLK

BASELINE�

BUILDINGBLDG

ALUMINUMALUM

APPROXIMATELYAPPROXE

UE

CONTROL POINT

BENCHMARK

UTILITY POLE

INLET

GAS VALVE

BLOWOFF

WATER METER

WELL

WATER VALVE

FIRE HYDRANT

MANHOLE

CLEANUP

POST/LAMP POST/BOLLARD

SIGN AND POSTS

SIGN

GRAVEL ROAD

LIGHT STANDARD

GUY WIRE

GROUND ELEVATION

ROAD DELINEATION SIGN

SHRUB ROW

VEGETATION

SHRUB

CONCRETE CURB

PAVED PARKING

ROAD EDGE

MINOR CONTOURS

MAJOR CONTOURS

EDGE OF STREAM

FENCE

STORM SEWER

GAS LINE

SANITARY SEWER

WATER LINE

UNDERGROUND ELECTRIC LINE

ABOVE GROUND ELECTRIC LINE

NOTE: ITALIC - EXISTING

BOLD - PROPOSED

ABBREVIATIONSEXISTING LEGEND

540.3

WV

FH

WELL

WM

BO

MH

CO

FIRE HYDRANT

COUPLER (MJ)

ELBOW (MJ)

GATE VALVE (MJ)

REDUCER (MJ)

TEE (MJ)

MILL AND OVERLAY

SURFACE RESTORATION (FULL DEPTH)

WATERLINE

GV

BM "X"

CP 2

PROPOSED LEGEND

GENERAL NOTES

CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS.

83/2000 VERTICAL DATUM IS BASED ON NAVD 1988.

HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM NORTH ZONE NAD

MADISONBURG WATER WORKS.

STATE OF PENNSYLVANIA. COORDINATE CONSTRUCTION BASE LINE WITH OWNER,

THE CONTRACTOR SHALL PROVIDE ALL STAKEOUT BY SURVEYOR REGISTERED IN THE

MINIMIZE INTERRUPTION OF SERVICE.

INTERCONNECT FITTINGS AND VALVES SHALL BE PRE-ASSEMBLED FOR INSTALLATION TO

REPRESENTATIVE NO LATER THAN FIVE(5) DAYS PRIOR TO SCHEDULED DATE.

PROCEED WITH THE WORK UNTIL WRITTEN NOTICE IS RECEIVED FROM THE OWNER'S

TWENTY(20) DAYS PRIOR TO CUTTING INTO EXISTING LINES. THE CONTRACTOR SHALL NOT

CONTRACTOR SHALL SUBMIT A NOTICE OF INTENTION TO THE OWNER AND THE ENGINEER

SEDIMENTATION CONTROL MANUAL."

EROSION CONTROL NOTES. ALL CONTROLS SHALL CONFORM TO "EROSION AND

INSTALLED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION. SEE SEDIMENT AND

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED,

SERVICE.

CONTRACTOR TO CAP EXISTING CONDUITS/PIPELINES THAT WILL NO LONGER BE IN

PER MANUFACTURERS RECOMMENDATIONS.

JOINT DEFLECTION AND PIPE DEFLECTION SHOULD NOT EXCEED MAXIMUM ALLOWABLE AS

SYSTEMS, BACKFILL, COVER, OR FENCE EXCAVATION AREA DURING NON WORKING HOURS.

ENFORCEMENT AGENCIES. CONTRACTOR SHALL USE PROPER EXCAVATION SUPPORT

THIS PROJECT IS SUBJECT TO INSPECTION BY THE ENGINEER, AND APPLICABLE CODE

(UNDERGROUND UTILITY LINE PROTECTION LAW).

REQUIREMENTS OF ACT 287 AS AMENDED BY ACT 187 AND SECTION 5 OF ACT 38

THE CONTRACTOR SHALL COMPLETE ALL EXCAVATIONS IN ACCORDANCE WITH THE

OF TRANSPORTATION SPECIFICATIONS PUBLICATION 408 IN IT'S LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT

DIRECTED BY THE OWNER OR THE ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE

PIPE AND APPURTENANCES.

ON EXISTING AND PROPOSED PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE THERE IS SUFFICIENT COVER

STRUCTURES AND UTILITIES, OWNER OR THE ENGINEER.

APPURTENANCES SHALL BE AT NO COST TO THE OWNERS OF SAID BUILDINGS,

DAMAGED BUILDINGS, STRUCTURES, PIPING, CABLES, CONDUITS, WIRING AND

STRUCTURES WITHIN OR DIRECTLY ADJACENT TO THE WORK INDICATED. RESTORATION OF

MAINTAIN THE SAFETY AND STRUCTURAL INTEGRITY OF ADJACENT BUILDINGS AND

AND SUPPORT ALL EXPOSED LINES, OR OTHER FACILITIES AND SHALL SUPPORT AND

UTILITIES AND ADJACENT BUILDINGS AND STRUCTURES. THE CONTRACTOR SHALL PROTECT

UNDERGROUND PIPELINES AND FACILITIES TO PREVENT ACCIDENTAL DAMAGE TO EXISTING

THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN EXCAVATION FOR ALL

CONTRACT.

THEIR PROTECTION. VERIFICATION AND LOCATION ARE INCIDENTAL TO THE WORK OF THIS

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE, VERIFY AND PROVIDE FOR

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION.

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.

ADDITIONAL COST TO THE OWNER.

REPLACED TO THEIR ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR

FIELD BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE

NECESSARY PERMITS AND PAY THE REQUIRED FEES.

APPLICABLE TO CONSTRUCTION OF THIS SITE. THE CONTRACTOR SHALL SECURE ALL

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS

WORK RESTRICTION

PERMITTED FROM MAY 15 TO AUGUST 15.

LONG-EARED BAT SPRING STAGING/FALL SWARMING HABITAT. NO TREE REMOVAL WILL BE

AVOIDANCE MEASURE: THE PROJECT IS LOCATED WITHIN THE VICINITY OF THE NORTHERN

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

THEIR REPRESENTATIVES.

CONTRACTOR, AND NOT ON THE PROJECT OWNER OR ALFRED BENESCH & COMPANY, OR

MISUNDERSTANDING OF THE LOCATION OF THE UNDERGROUND UTILITIES IS ON THE

THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR

SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR AND

THEREWITH.

PRIOR TO EXCAVATION OR DEMOLITION AND (3) TO AVOID ALL UNNECESSARY CONFLICTS

INDEPENDENTLY, (2) TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES

WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY OWNERS

OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND

GENERAL INFORMATION AND GUIDANCE ONLY, AND IS NOT GUARANTEED TO BE COMPLETE

DEPTH, SIZE, LOCATION OR ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS,

INDICATED ON THE DRAWINGS.

NO FIELD EXCAVATION HAS BEEN PERFORMED. AVAILABLE SURFACE INFORMATION IS

OR THAT ALL UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS.

PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS,

REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE

THE UTILITES LISTED ABOVE. ALFRED BENESCH & COMPANY DOES NOT GUARANTEE,

WITH INFORMATION THAT HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE

RISHELJR@AOL.COM

RON RISHEL

REBERSBURG, PA 16872

155 RESERVOIR DR

MILES TOWNSHIP WATER AUTHORITY EAST

MADISONBURG1@GMAIL.COM

TIMOTHY CLOUSER

MADISONBURG, PA 16852

250 MADISONBURG PIKE

MADISONBURG WATER WORKS

MADAMS@FIRSTENERGYCORP.COM

MELLYSSA ADAMS

FIRST ENERGY CORPORATION

LIST OF UTILITIES:

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGTING CODES

ACCORDANCE WITH UNIFORM COLOR CODES. KNOW THEM!

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN

SERIAL NO.: 20241781718

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM.

REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.

THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN THE DESIGN PHASE. THESE

ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING DAYS NOR MORE

DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH.

(WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG, DITCH,

NOTICE FROM EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT TO MOVE EARTH

REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS

PENNSYLVANIA ACT NO. 187 OF 1996, THE UNDERGROUND UTILITY LINE PROTECTION LAW,

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Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

BIG ARROW

WPPCO

CP NO 4

SPRING 5

WV

3X3 SPRING HOUSE

SPRING HOUSE

WPPCO 380156

18"

HDPE

4" P

VC

D I

P

D I

P

P V

C

WV

WV

SPRING 4

WV

P V C4

1 1/2" PVC

V

C

MADIS

ONBURG

PIK

E

FH

6" PVC

SR

WV

WV

PLANT

TREATMENT

ELEV=1455.55

BM

METERING PIT

4" PVC

CASE PIPE

18" STEEL

INV=1450'�

MAIN

6" WATER

INV=1452.57'

4" PVC

INFILTRATION BED WEIR

INV=1458.9

0'

INV=1459.7

5'WV

DRAINLINE

4" PVC

WETWELL

RAW WATER

LP-GAS CONTAINERUNDERGROUND

INV=1448.2

0�

GENERATOR

EMERGENCY

PIT

WASTE METER

PIPE

OVERFLOW

2"

VAULT

3X3

SERVICE LINE

1" DOMESTIC

OVERFLOW SPLASHBLOCK

60,000

GAL. CAP.WATER STORAGE TANK

2" PVC

4" P

VC

HOUSE

SPRING

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

105'

24SS MESH

W/FLAP VALVE &

BLOW-OFF LOCATION

PLAN

MJ REDUCER

12"X4"

WATERLINE

12" PVC

SURPENTINE PIPING

EXCAVATION FOR

T

Y P

MJ REDUCER

12"X4"

VALVES

4" MJ GATE

NEW ENTRY POINT LOCATION

SAMPLE TAP, AND 12" GATE VALVE.

VALVE VAULT W/CHLORINE ANALYZER,

EXISTING BORE PIPE.

SPARE CONDUIT AVAILABLE IN

ANALYZER TO WTP SCADA. EXISTING

WIRING FROM NEW CHLORINE

2-1" CONDUITS FOR CONTROL/POWER

BEND

FROM REDUCER TO

ABANDON 4" PVC

90°BEND

SAMPLING STATION LOCATION

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Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

DETAILS

NOT TO SCALE

DETAIL

NOT TO SCALE

SECTION

CHEMICAL FEED VAULT

ACCESS HATCH

BILCO J-4AL

GRADE

ABOVE FINAL

FLANGES 1'-6"

SCREEN BETWEEN

SECURE SS INSECT

4" DIP VENT

BLOCK

DISCHARGE W/SPLASH

1 1/2" GI SUMP PUMP

SUMP PUMP

PROPOSED

LADDER RUNGS

ALUMINUM DROP FRONT

8"

NOT TO SCALE

SUPPORT

PIPE

BEND

MJ 45°

BEND

MJ 45°

(TYP)

BEND

MJ 90°

M I

N

(TYP)

2'

T

Y P

(TYP)

1'

(TYP)

2'

6" TOPSOIL

2A MODIFIED BACKFILL

COMPACTED 2A MODIFIED BEDDING MATERIAL

6"

8"

8" 6'-0"

7'-4"

WITH A 20A OUTLET

POWER FEED TO TERMINATE

CHEMICAL CONTROLS.

FOR SUMP PUMP AND

PROPOSED ELECTIC FEED

DIRECTED TO SUMP PUMP.

EQUAL. DISCHARGE TO BE

HACH CL17 OR APPROVED

CHLORINE ANALYZER -

SAMPLE TAP

GATE VALVE

PROPOSED 12" MJ

REDUCER

12"X4" MJ

(TYP)

1'

NOT TO SCALE

SURPENTINE PIPING DETAIL

TOP PLAN PLAN

NOT TO SCALE

SAMPLING STATION DETAIL

dweist Image dweist Image dweist Image dweist Rectangle dweist Rectangle dweist Rectangle dweist Rectangle dweist Rectangle dweist Rectangle

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Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

DETAILS

NOT TO SCALE

UNIMPROVED AREAS

TRENCH DETAIL IN

M

IN

IM

U M C

O V

E R

TYP

1'-0"

PIPE OD

TYP

1'-0"

(M

IN

IP

E O

D

(M A

X

L

IF

T S

T A

M P I

N

(M A

X

L

IF

T S

T A

M P I

N

(M

IN

UNDISTURBED EARTH

BEDDING MATERIAL

COMPACTED 2A MOD.

REQUIRED - 1' MIN DEPTH)

(TOP SOIL, SHALE, SEED, ETC., AS

PRECONSTRUCTION CONDITIONS

RESTORE SURFACE TO MATCH

BACKFILL

MODIFIED

2A

EXISTING GRADE

NOT TO SCALE

VERTICAL OFFSET THRUST BLOCK DETAIL

PIPE ELBOW

(SEE SCHEDULE)

ANCHORED IN CONCRETE

AROUND PIPE AND

REINF. BARS BENT

CONCRETE THRUST BLOCK

UNPAVED AREAS

AROUND VALVE BOX IN

2'x2'x6" CONCRETE BLOCK

VALVE BOX & COVER

RISING STEM

STANDARD C-500) NON

GATE VALVE (AWWA

UNDISTURBED EARTH

BLOCKING TO

CONCRETE OR MASONRY

6" 2A MOD

TAYLOR OR EQUAL.

BOX BY BINGHAM &

2 PC. BISON VALVE

OPERATING NUT

TRENCH BOTTOM

UNDISTURBED EARTH

FINISHED GRADE

NOT TO SCALE

VALVE BOX DETAIL

NOT TO SCALE

THRUST BLOCK INSTALLATION DETAIL

12.0

9.5

5.5

8.25

5.0

3.0

4.25

3.0

2.0

ELBOWS

90°

IN DIRECTION OF FLOW

45° ELBOW CROSSES

ELBOWS

22-1/2°

11.0

7.0

4.0

DEADENDS

TEES &

12"

8"

6"

SIZE

PIPE

THRUST IN SQUARE FEET

BEARING AREAS EACH DIRECTION OF

ELBOW DEAD END

BLOCK (TYP)

CONCRETE

D.I. CAP

DEAD END

SIDE EXCAVATIONS (TYP)

PIPE JOINTS (TYP)

BE KEPT CLEAR OF

CONCRETE SHALL

GROUND (TYP)

BE AGAINST UNDISTURBED

ALL BEARING SURFACES SHALL

(TYP)

CONCRETE BLOCK

NOT TO SCALE

UTILITY MARKER POST

POST CAP

SOIL ANCHOR

(SEE NOTES)

MARKER POST

TRIANGLE UTILITY

RHINO OR APPROVED EQUAL.

TRIANGLE UTILITY MARKER POST BY

60" - OFF ROAD / INDUSTRIAL AREAS

48" - RESIDENTIAL AREASNOTES: ORANGE

RED

YELLOW

GREEN

BLUE

COMMUNICATION CABLE

ELECTRIC CABLE

GAS PIPELINE

SEWER PIPELINE

WATER PIPELINE

POST COLORUTILITY

UTILITY

NUMBER

NAME AND PHONE

UTILITY OWNER

DIAL 811

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Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

MAINTENANCE PROGRAM

UTILITY LINE TRENCH EXCAVATION

EROSION CONTROL & MAINTENANCE POLICIES EROSION CONTROL & MAINTENANCE POLICIES

SOIL LIMITATIONS AND RESOLUTIONS

SOIL TYPES

BMPS AS REQUIRED AT THE DISPOSAL SITE.

IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE APPROPRIATE E&S

ALL EXCESS EXCAVATION WILL BE HAULED OFFSITE AND PROPERLY STABILIZED. IT

OFFSITE SOURCES AS NEEDED.

ROADFILL MATERIAL OR GRAVEL, SUITABLE MATERIAL WILL BE IMPORTED FROM

IF THE ONSITE MATERIAL IS DEEMED UNACCEPTABLE FOR THE USE OF TOPSOIL OR

REQUIRED.

BE REQUIRED TO IMPLEMENT SHORING, SHIELDING, SLOPING AND BENCHING AS

IF UNSTABLE TRENCH EXCAVATIONS ARE ENCOUNTERED, THE CONTRACTOR WILL

PUMPS AND PUMPED WATER FILTER BAGS.

RUNOFF REACHES THE WORK AREAS, DEWATERING WILL BE COMPLETED WITH

IN THE EVENT A SEASONABLY HIGH WATER TABLE IS ENCOUNTERED OR SURFACE

8 TO 25 PERCENT SLOPESPOCONO EXTREMELY STONY SANDY LOAMPpD

3 TO 8 PERCENT SLOPESPOCONO EXTREMELY STONY SANDY LOAMPpB

CUT AND FILL LANDCF

SLOPESMAP UNIT NAME

NAME

UNIT

MAP

NOTES

EROSION AND SEDIMENT CONTROL

MANNER DESCRIBED ON THE PLAN DRAWINGS.

ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE 16.

DITCH, STORM SEWER, OR SURFACE WATER.

THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE

AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL

RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY

SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE 15.

AGENCY OFFICIALS AT THE TIME OF INSPECTION.

MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY

DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE

A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY 14.

MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR

REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE

INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING,

WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK,

EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A

MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE 13.

VEGETATED AREAS.

TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED

ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING 12.

TO ANALYTICAL TESTING.

RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE

PROPERTY USING AGENCY FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR

BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL 11.

FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED.

APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT

ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN 10.

AT THE SITE.

BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED

271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ.,

AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S

ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE 9.

REGIONAL OFFICE OF THE DEPARTMENT.

POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE

PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT

THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT

THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION,

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING 8.

OR FLATTER.

HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V

BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE

AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL

AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED

STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE

TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE 7.

INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN

COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS

GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT

AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE.

CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE 6.

OBJECTIONABLE MATERIAL.

TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER

AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF 5.

CONSERVATION DISTRICT PRIOR TO IMPLEMENTATION.

SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL

THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH 4.

LOCATION OF EXISTING UNDERGROUND UTILITIES.

ONE CALL SYSTEM INC. SHALL BE NOTIFIED AT 1-800-242-1776 FOR THE

OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA

AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, 3.

ON-SITE PRECONSTRUCTION MEETING.

AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN

OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN,

PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR

APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM

OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER,

INCLUDING CLEARING AND GRUBBING, THE USING AGENCY AND/OR

AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, 2.

THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF

CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE

SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY

DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT

E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND

AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED

ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL 1.

DISTURBED AREAS SPECIFIED ON THE PLAN MAPS AND/OR DETAIL SHEETS.

OR STEEPER WITHIN 50 FEET OF A SURFACE WATER AND ON ALL OTHER

EROSION CONTROL BLANKETING SHALL BE INSTALLED ON ALL SLOPES 3H:1V 34.

DESCRIBED IN THIS PLAN UNTIL SUCH RESTORATION IS COMPLETE.

THE CHANNEL SHALL BE CONVEYED PAST THE WORK AREA IN THE MANNER

ORIGINAL CROSS-SECTION AND PROTECTIVE LINING. ANY BASE FLOW WITHIN

BE IMMEDIATELY BACKFILLED AND THE CHANNEL RESTORED TO ITS

UNDERGROUND UTILITIES CUTTING THROUGH ANY ACTIVE CHANNEL SHALL 33.

SURFACE WATERS OR GROUNDWATER SYSTEMS.

ON THE PLAN DRAWINGS. IN NO CASE SHALL IT BE ALLOWED TO ENTER ANY

CONCRETE WASH WATER SHALL BE HANDLED IN THE MANNER DESCRIBED 32.

CRIMINAL PENALTIES FOR EACH VIOLATION.

SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR

PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN

602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW

PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION

E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL

FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF

SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR

FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT 31.

TO SCHEDULE A FINAL INSPECTION.

AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT

PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND 30.

GERMINATING SEASON.

AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE

IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED

DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED

POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED

AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION 29.

FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT

PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE USING AGENCY

UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND 28.

DISTRICT OR THE DEPARTMENT.

REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL CONSERVATION

TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE

E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS 27.

SLIDING, OR OTHER MOVEMENTS.

FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING,

WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND

70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER

PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 26.

THE PERMANENT STABILIZATION SPECIFICATIONS.

REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH

STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE

YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY

AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1

PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN.

DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR

OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA 25.

SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS,

AND ROCK FILLS NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET

UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK

ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY 24.

SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR

SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE 23.

FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 22.

SHALL NOT BE INCORPORATED INTO FILLS.

FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS 21.

WITH OR PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE

FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, 20.

EXCEED 9 INCHES IN THICKNESS.

ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO 19.

CODES.

SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR

INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC.

SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL

ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, 18.

OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL

PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM

DEPTH OF 3 TO 5 INCHES 6 TO 12 INCHES ON COMPACTED SOILS PRIOR TO

AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM 17.

PRESERVE AND MAINTAIN NATURAL GROUNDWATER PATH.

INSTALL TRENCH PLUGS AT SPACING SPECIFIED PER THE DETAIL TO 8.

REQUIREMENTS AND PROPOSED COVER TYPES.

SEE TRENCH RESTORATION DETAILS FOR BACKFILL MATERIAL 7.

AREAS SEEDED AND MULCHED WITHIN THE NEXT TWO CALENDAR DAYS.

SEDIMENT CONTROL MEASURES/FACILITIES WILL BE INSTALLED, AND THE

GRADED TO FINAL CONTOURS, APPROPRIATE TEMPORARY EROSION AND

IF THE DAILY BACKFILLING IS DELAYED, THE DISTURBED AREA WILL BE 6.

MUST BE COMPLETED BY THE SEVENTH WORKING DAY.

PRESSURE TESTING AND THE COMPLETE BACKFILLING OF THE OPEN TRENCH

BACKFILLING OF THE TRENCH MAY BE DELAYED FOR SIX DAYS. ALL

ANCHORS AND OTHER PERMANENT FEATURES ARE INSTALLED, DAILY

IF THE TRENCH CANNOT BE BACKFILLED UNTIL THE PIPE IS TESTED, OR 5.

DISTURBED AREAS WILL BE DONE AT THE END OF EACH WEEK.

MEASURES/FACILITIES WILL BE INSTALLED. SEEDING AND MULCHING OF ALL

TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL

DISTURBED AREA WILL BE GRADED TO FINAL CONTOURS AND APPROPRIATE

ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE 4.

INSTALLATION CEASES AT THE END OF THE WORKDAY.

LINEAL FEET OF OPEN TRENCH SHOULD EXIST WHEN UTILITY LINE

BACKFILLING THAT CAN BE COMPLETED THE SAME DAY. NO MORE THAN 50

LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT AND 3.

GRUBBING AND SITE RESTORATION AND STABILIZATION OPERATIONS.

BACKFILLING WILL BE SELF-CONTAINED AND SEPARATE FROM CLEARING AND

WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE AND 2.

COMPLETED IN ONE DAY.

EQUAL TO TWO TIMES THE LENGTH OF PIPE INSTALLATION THAT CAN BE

LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE 1.

UPSLOPE TO ENSURE SEDIMENTATION CONTROL DURING REMOVAL.

TEMPORARY DEVICES SHALL BE REMOVED STARTING UPSTREAM OR 5.

MATERIALS SHALL BE SPREAD TO A UNIFORM DEPTH AND STABILIZED.

UPON PLACING THE SEDIMENT AT AN APPROVED LOCATION, THE 4.

DISPOSED OF AT AN APPROVED SITE ONLY.

ALL SEDIMENT REMOVED FROM A TEMPORARY DEVICE SHALL BE 3.

OF THE DEVICE.

ALL SEDIMENT SHALL BE REMOVED FROM A DEVICE PRIOR TO REMOVAL 2.

SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS

MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND 1.

PaDOT_2015 Y:\Pennsylvania\32000S\32069.02_MWW_PWS_Modification\Eng_Docs\Plans\07_ES_Seeding.dgn (Default)dweist 08\07\2026 10:01:46

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

SEED FORMULA SPECIFICATIONS

SEEDING SEASON DATES:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:

/15 TO 10/153

HAY

10-10-10

10.0

SEE TABLE A

FORMULA E(TEMPORARY)

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

(PERMANENT, SLOPES/SWALES)

TABLE B

N

E

D

B

FORMULA

SLOPES STEEPER THAN 3:1

TEMPORARY SEEDING

DRAINAGE CHANNELS, SLOPES

NON-STEEP, HIGHWAY MAINTAINED SURFACES, LAWN

APPLICATION

SOIL SUPPLEMENTS

SCHEDULE OF SEEDING AND

FORMULA N CONSERVATION MIX:

OX-EYE SUNFLOWER (HELIOPSIS HELIANTHOIDES)

NEW ENGLAND ASTER (SYMPHYOTRICHUM NOVAE-ANGLIE)

BLACK EYED SUSAN (RUDBECKIA HIRTA)

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

INDIANGRASS (SORGHASRUM NUTANS)

VIRGINIA WILD RYE (ELYMUS VIRGINICUS)

CANADA WILD RYE (ELYMUS CANADEIS)

LITTLE BLUESTEM (ANDROPOGON SCOPARIUS)

CREEPING RED FESCUE (FESTUCA RUBRA)(IMPROVED AND CERTIFIED)

50% OF THE TOTAL HARD FESCUE COMPONENT

IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY EXCEEDING

HARD FESCUE MIXTURE (FESTUCA LONGIFLOIA). A COMBINATION OF

0.20

0.20

0.20

0.10

0.20

0.20

0.20

0.20

0.10

0.10

1.5

0.9

1.5

3.0

0.9

1.2

1.8

1.2

9.0

9.0

30.0 TOTAL

1000 SY (LBS)

SEEDING RATE PER

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

WEIGHT

FORMULA AND SPECIES

TABLE A

% BY

FORMULA B MIX:

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

EXCEEDING 50% OF THE TOATAL BLUEGRASS COMPONENT.

OF IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY

KENTUCKY BLUEGRASS MIXTURE (POA PRATENSIS). A COMBINATION

SSP COMMUTATE) (IMPROVED AND CERTIFIED)

CREEPING RED FESCUE OR CHEWINGS FESCUE (FESTUCA RUBRA OR

EXCEEDING 50% OF THE TOTAL RYEGRASS COMPONENT.

OF IMPROVED CERTIFIED VARIETIES WITH NO ONE VARIETY

PERENNIAL RYEGRASS MIXTURE (LOLIUM PERENNE). A COMBINATION

0.10

0.15

0.10

0.10

2.0

21.0

12.5

8.5

44.0 TOTAL

100 95 90 0.10 10.0

10.0 TOTAL

FORMULA E:

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM)

PERMANENT SEEDING APPLICATION RATE

AGRICULTURAL LIME 6 TONS 240 LB 2,480 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

10-10-20 FERTILIZER 1,000 LB 25 LB 210 LB

REQUIRED IN AGRICULTURAL FIELDS

OR AS PER SOIL TEST; MAY NOT BE

TEMPORARY SEEDING APPLICATION RATE

AGRICULTURAL LIME

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

SOIL AMENDMENT APPLICATION RATES EQUIVALENTS

BE SUBSTITUTED FOR THE SOIL AMENDMENTS SHOWN IN THE ABOVE TABLE.

A COMPOST BLANKET WHICH MEETS THE STANDARDS OF THE MANUAL MAY 1.

SOIL AMENDMENT PER ACRE PER 1000 SF PER 1000 SY NOTES

10-10-10 FERTILIZER

TOPSOIL STOCKPILES

TYPICALLY NOT REQUIRED FOR

1 TON 40 LB 410 LB

500 LB 12.5 LB 100 LB

FORMULA N

SPECIES:

% PURE LIVE SEED:

APPLICATION RATE:

FERTILIZER TYPE:

FERTILIZER APPL RATE

LIMING RATE:

MULCH TYPE:

MULCHING RATE:

ANCHOR MATERIAL:

ANCHORING METHOD:

RATE OF ANCHOR MATERIAL APPL:

SEEDING SEASON DATES:

SEE TABLE A

10-10-20

ROLLED EROSION CONTROL PRODUCT

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

PER MANUFACTURERS' INSTRUCTIONS

3/15 TO 10/15N:

LB/1000 SY

(X-X-X)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

N: 30.00

APPLICATION RATE FOR SLOPES LESS THAN 3:1

STRAW 3 TONS 140 LB 1240 LB

WEEDS, NOT CHOPPED OR FINELY BROKEN

EITHER WHEAT OR OAT STRAW, FREE OF

HAY 3 TONS 140 LB 1240 LB

OTHER NATIVE FORAGE GRASSES

TIMOTHY, MIXED CLOVER AND TIMOTHY OR

WOOD CHIPS 4-6 TONS 185-275 LB 1650-2500 LB

GRASSES AND LEGUMES

MAY PREVENT GERMINATION OF

HYDROMULCH 1 TON 47 LB 415 LB SEE NOTES

SLOPES 3:1 AND GREATER

MULCH BLANKET

EROSION CONTROL

MANUFACTURERS' INSTRUCTIONS

APPLY BLANKET AND ANCHOR PER

SC150 (2:1) OR APPROVED EQUALS

NORTH AMERICAN GREEN S150 (3:1) AND

MULCH APPLICATION RATES

MULCH TYPE PER ACRE PER 1000 SF PER 1000 SY NOTES

MULCH APPLICATION RATES

SEEDING SEASON DATES:

RATE OF ANCHOR MATERIAL APPL:

ANCHORING METHOD:

ANCHOR MATERIAL:

MULCHING RATE:

MULCH TYPE:

LIMING RATE:

FERTILIZER APPL RATE

FERTILIZER TYPE:

APPLICATION RATE:

% PURE LIVE SEED:

SPECIES:(PERMANENT, <3:1 SLOPES)

LB/1000 SY

LB/1000 SY

LB/1000 SY

LB/1000 SY

(X-X-X)

LB/1000 SY

3/15 TO 6/1 & 8/1 TO 10/15

N/A

N/A

N/A

STRAW

10-10-20

42.0

SEE TABLE A

FORMULA B

BE 2,000 LB/ACRE AT A MINIMUM.

THE APPLICATION RATE FOR ANY HYDROMULCH SHOULD 3.

SLOPES PROVIDED A TACKIFIER IS USED.

WOOD FIBER HYDROMULCH MAY BE APPLIED ON STEEPER 2.

ON SLOPES STEEPER THAN 5%.

SHREDDED PAPER HYDROMULCH SHOULD NOT BE USED 1.

NOTES:

SEEDING SPECIFICATIONS

EROSION AND SEDIMENT CONTROL

PaDOT_2015 Y:\Pennsylvania\32000S\32069.02_MWW_PWS_Modification\Eng_Docs\Plans\08_ES_Det01.dgn (Default)dweist 08\07\2026 10:03:33

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: 32069.02 8OFmodification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

4/27/26

Miles Township, Centre County, Pennsylvania

MADISONBURG WATER WORKS

CHLORINE CONTACT PIPING PROJECT

WSL DJW MJP

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE073238

MICHAEL J. PELESCHAK

NOT TO SCALE

COMPOST FILTER SOCK

SPREAD AS A SOIL SUPPLEMENT.

IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE MULCH

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT 7.

POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.

BIODEGRADABLE FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS AFTER 1 YEAR. 6.

ACCORDING TO MANUFACTURER'S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED 5.

AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES HALF THE ABOVEGROUND HEIGHT OF THE SOCK 4.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.3.

DOWNSLOPE OF THE SOCK IF SO SPECIFIED BY THE MANUFACTURER.

AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL (363-2134-008). STAKES MAY BE INSTALLED IMMEDIATELY

SOCK SHALL NOT EXCEED THAT IN THE EROSION AND SEDIMENT CONTROL REPORT AND/OR THE PADEP EROSION

AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN SOCK ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE SOCK SHALL BE EXTENDED 2.

SHOWN IN TABLE BELOW.

SOCK FABRIC SHALL MEET STANDARDS AS SHOWN IN TABLE BELOW. COMPOST SHALL MEET THE STANDARDS AS 1.

NOTES:

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TWO-PLY SYSTEMS

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS

MATERIAL TYPE

CHARACTERISTICS

MATERIAL

DIAMETERS

SOCK

MESH OPENING

STRENGTH

TENSILE

(ASTM-G-155)

STRENGTH

ORIGINAL

STABILITY %

ULTRAVIOLET

LONGEVITY

FUNCTIONAL

MINIMUM

3 MIL HDPE

DEGRADABLE

PHOTO-

18"

12"

3/8"

1000 HR

23% AT

6 MONTHS

5 MIL HDPE

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

26 PSI

1000 HR

23% AT

9 MONTHS

5 MIL HDPE

DEGRADABLE

BIO-

32"

24"

18"

12"

3/8"

26 PSI

6 MONTHS

(MFPP)

POLYPROPYLENE

MULTI-FILAMENT

DEGRADABLE

PHOTO-

32"

24"

18"

12"

3/8"

44 PSI

1000 HR

100% AT

1 YEAR

(HDMFPP)

POLYPROPYLENE

MULTI-FILAMENT

HEAVY DUTY

DEGRADABLE

PHOTO-

32"

24"

18"

12"

1/8"

202 PSI

1000 HR

100% AT

2 YEARS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

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

MECHANICALLY FUSED VIA NEEDLE PUNCH)

(WOVEN LAYER AND NON-WOVEN FLEECE

COMPOSITE POLYPROPYLENE FABRIC

3 /16" MAX APERTURE SIZE

ALTERNATIVE.

TABLE BELOW. THE STANDARDS CONTAINED IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE

THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS AS SHOWN IN THE

ACCEPTABLE AS THE ORGANIC COMPONENT OF THE MIX.

AND BARK CHIPS, GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT

COMPOST PRODUCT SHOULD NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD

ODORS AND SHOULD BE SEASONABLY FREE (<1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE

COMPOST SHOULD BE AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE

AGRICULTURE, FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE

COMPOST SHOULD BE A WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM

COMPOST STANDARDS

SOLUBLE SALT CONCENTRATION

PARTICLE SIZE

MOISTURE CONTENT

pH

ORGANIC PORTION

ORGANIC MATTER CONTENT

5.0 DS/M (MMHOS/CM) MAXIMUM

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

30% - 60%

5.5 - 8.5

FIBROUS AND ELONGATED

25% - 100% (DRY WEIGHT BASIS)

SECTION VIEW

PLAN VIEW

AREA

UNDISTURBED

UNDISTURBED AREADISTURBED AREA

AREA

DISTURBED

M

IN

BLOWN / PLACED FILTER MEDIA COMPOST FILTER SOCK

2" x 2" WOODEN STAKES PLACED 10' OC

PLACED 10' OC (TYP)

2" x 2" WOODEN STAKES COMPOST FILTER SOCK

F L

O W F

L O

W

CONTOURS

EXISTING

JOINING DETAIL

MIN

12"

STAKE

NOT TO SCALE

COMPOST SOCK WASHOUT

HEIGHT.

FILTER SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED

COMPOST SOCKS MAY BE STACKED AND STAKED SO AS TO FORM A TRIANGULAR CROSS SECTION. 18-INCH DIAMETER

PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.

ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY.

IMMEDIATELY.

INSPECT WASHOUT FACILITIES DAILY. DEACTIVATE AND REPAIR OR REPLACE DAMAGE OR LEAKING WASHOUTS

OF WHEN THEY REACH THE CLEANOUT LEVEL.

THAT THEY ARE WATERTIGHT, AND APPROPRIATELY SIZED. ACCUMULATED MATERIALS MUST BE PROPERLY DISPOSED

ENSURE THAT THE CONTAINERS ARE INTENDED BY THE MANUFACTURER FOR USE AS CONCRETE WASHOUT BMPS, PREFABRICATED WASHOUT CONTAINERS MAY BE USED AS A SUITABLE ALTERNATIVE. CARE SHOULD BE TAKEN TO

NOTES:

SECTION VIEW

PLAN VIEW

SPACED 5' OC (TYP)

2" x 2" x 36" WOOD STAKES

FILTER RING

ON UPSLOPE SIDE OF

SOCK 4' MIN OVERLAP

24" COMPOST FILTER

INTO FILTER RING

WASHOUT WATER

DIRECT CONCRETE

M

IN

SPACED 5' OC (TYP)

2" x 2" x 36" WOOD STAKES

FILTER RING HEIGHT

WASHOUT WATER IS 50% OF

MAXIMUM DEPTH OF CONCRETE

MIN 10 MIL THICKNESS

PLASTIC SHEETING,

FILTER SOCK

24" COMPOST

DETAILS

EROSION AND SEDIMENT CONTROL