2-Project Drawings.pdf

PDF 13 MB Posted Nov 18, 2025

Attached to: Oak Hall OH-20 Well Facility and Booster Pump Station
Solicitation number: Not on record
Issued by: Centre County, Terre Hill Borough, Pennsylvania

About this file

Written by GovTribe AI · Nov 19, 2025

Project Drawing Documents Summary

This is a comprehensive set of project drawings for the Oak Hall OH-20 Well Facility and Booster Pump Station, a capital construction project for the College Township Water Authority located in Centre County, Pennsylvania. The project encompasses the construction of a 1,000 gallon-per-minute (gpm) well facility with an associated 30-foot by 40-foot building, a separate booster pump station, clearwell, internal and yard piping systems, chemical feed systems, electrical infrastructure, instrumentation, HVAC, plumbing, related appurtenances, site paving, and restoration work at Oak Hall Regional Park in College Township. The drawings include architectural plans, structural foundations, civil site plans, mechanical and plumbing systems, electrical one-line diagrams, process and instrumentation diagrams (P&IDs), and erosion and sediment control (E&S) details across multiple disciplines. A mandatory pre-bid conference is scheduled for Wednesday, December 3, 2025 at 10:00 a.m. at College Township Offices, with bids due electronically via the PennBid Program by Tuesday, December 23, 2025 at 2:00 p.m. local time. Bidders must attend the pre-bid conference to be eligible for bid consideration, and all project documents are available at no cost through the PennBid system.

The project documents include detailed specifications and drawings prepared by Entech Engineering (Project No. 4139.056) and Aurora Architecture, issued for bidding on November 18, 2025. The well facility design includes a wet well with a minimum water level of 1,134.00 feet elevation and an operations floor at 1,137.50 feet elevation, featuring two 50-horsepower variable frequency drive (VFD) high-service pumps and one 60-horsepower VFD well pump capable of delivering 1,000 gpm at 150 feet total dynamic head. The booster pump stations utilize smaller pumps at different capacities. Site work requires coordination with existing utilities through Pennsylvania One Call (1-800-242-1776), field verification of underground utilities and site conditions prior to bidding, and implementation of erosion and sedimentation control measures during construction. The contractor is responsible for providing record drawings with surveyed locations upon project completion, maintaining mechanical joint restraint systems on all connections, and compliance with all local, state, and federal codes including the 2018 International Building Code and Pennsylvania prevailing wage requirements.

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GENERAL PROJECT NOTES

COLLEGE TOWNSHIP WATER AUTHORITY

OAK HALL OH-20 WELL FACILITY &

BOOSTER PUMP STATION

D R

, G

P R

C T

N O

S, D R

G C

O N

N S

S G

DRAWING CONVENTIONS

00 1000' 2000'

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

SECTION INDICATOR

DETAIL INDICATOR

ELEVATION INDICATOR1

X-201

A X-301

X-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

DRAWING NUMBER

SECTION LETTER

DRAWING NUMBER

ELEVATION LETTER

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DEMOLITION KEYNOTE

SYMBOL

PHOTOGRAPH INDICATOR

PHOTOGRAPH

IDENTIFICATION

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXIST

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

DENOTES REFERENCE TO ENLARGED

PLANS WITH DRAWING NUMBER

INDICATED

XXX

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) STATE COLLEGE, PENNSYLVANIA

DRAWING INDEX

DWG. NO. DRAWING DESCRIPTION/TITLE BIDDING

GENERAL

G-001 DRAWING INDEX, GENERAL PROJECT NOTES, DRAWING CONVENTIONS AND MAPS X

G-002 DRAWING LEGENDS, SYMBOLS AND ABBREVIATIONS X

G-101 EXISTING AND PROPOSED CONDITIONS - AERIAL SITE PLAN X

G-601 COLLEGE TOWNSHIP WATER DISTRIBUTION SYSTEM SCHEMATIC X

G-602 OAK HALL OH-20 WELL FACILITY PROCESS AND INSTRUMENTATION DIAGRAM X

G-603 OAK HALL PARK BOOSTER PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM X

G-604 BRUSH VALLEY BOOSTER PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM X

EROSION AND SEDIMENTATION

ES-101 CONTROL PLANS X

ES-501 CONTROL NOTES X

ES-502 CONTROL DETAILS X

DEMOLITION

GED-401 OH-19 WELL BUILDING DEMOLITION PLAN, KEYED NOTES AND PHOTOGRAPHS X

CIVIL

C-101 OAK HALL AND BRUSH VALLEY FACILITY SITE PLANS X

C-102 PARK PAVEMENT RESTORATION PLAN X

C-401 ENLARGED YARD PIPING PLAN AND PHOTOGRAPHS X

C-402 ENLARGED BRUSH VALLEY BOOSTER STATION SITE AND METER VAULT PLANS X

C-501 CONSTRUCTION DETAILS X

C-502 CONSTRUCTION DETAILS AND SCHEDULES X

C-701 RESTORATION DETAILS X

STRUCTURAL

S-101 OAK HALL OH-20 WELL FACILITY WET WELL FOUNDATION PLAN X

S-102 OAK HALL OH-20 WELL FACILITY OPERATIONS FLOOR FOUNDATION PLAN X

S-103 BRUSH VALLEY BPS ELEC EQUIP PAVILLION FOUNDATION PLAN SECTION & DETS

S-301 OAK HALL OH-20 WELL FACILITY FOUNDATION SECTIONS X

S-501 OAK HALL OH-20 WELL FACILITY FOUNDATION SECTIONS AND DETAILS X

ARCHITECTURAL

A-101 CHANNEL LEVEL PLAN AND GENERAL NOTES X

A-102 PUMP ROOM FLOOR PLAN X

A-103 ROOF FRAMING PLAN X

A-104 ROOF PLAN X

A-201 ELEVATIONS X

A-301 BUILDING SECTIONS X

A-302 BUILDING SECTIONS X

A-303 BUILDING SECTIONS X

A-304 SECTION DETAILS X

A-501 DETAILS X

A-601 DOOR AND FINISH SCHEDULES AND DETAILS X

PROCESS

D-101 OAK HALL OH-20 WELL FACILITY WET WELL LEVEL PLAN AND NOTES X

D-102 OAK HALL OH-20 WELL FACILITY OPERATIONS LEVEL PLAN AND NOTES X

D-103 OAK HALL PARK BOOSTER PUMP STATION FLOOR PLAN, SECTION AND NOTES X

D-301 OAK HALL OH-20 WELL FACILITY SECTIONS X

D-501 PROCESS AND INSTRUMENTATION DETAILS X

MECHANICAL

M-101 OAK HALL OH-20 WELL FACILITY OPERATIONS LEVEL PLANS X

PLUMBING

P-101 OAK HALL OH-20 WELL FACILITY OPERATIONS LEVEL PLANS X

ELECTRICAL

E-101 OAK HALL OH-20 WELL FACILITY OPERATIONS LEVEL PLANS X

E-102 OAK HALL PARK BOOSTER PUMP STATION FLOOR PLAN, SECTION AND NOTES X

E-501 CONSTRUCTION DETAILS, GENERAL NOTES AND SCHEDULES X

E-502 CONSTRUCTION DETAILS X

E-601 WELL HOUSES AND BOOSTER STATION ONE LINE DIAGRAMS X

E-701 OAK HALL AND BRUSH VALLEY FACILITY SITE PLANS X

SCADA / TELEMETRY

T-101 SCADA INFRASTRUCTURE LOCATION MAP X

1. FIELD SURVEY BY BRINKASH & ASSOCIATES, INC.; DATED JULY 2021.

2. PROPERTY LINES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN

SURVEYED OR FIELD VERIFIED.

3. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES SHOWN ARE

APPROXIMATE AND MUST BE VERIFIED IN THE FIELD BY THE

CONTRACTOR PRIOR TO BIDDING.

4. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR

PRIOR TO ANY EARTH MOVING ACTIVITIES, PURSUANT TO ACT 287.

UNDERGROUND UTILITY LOCATIONS MUST BE VERIFIED BY CALLING

1-800-242-1776.

5. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS ON THE

CONSTRUCTION PLANS APPROXIMATE LOCATIONS DELINEATED FROM

LIMITED FIELD MARKINGS AND AVAILABLE RECORDS. THEREFORE, ANY

UTILITIES NOT SHOWN OR NOT LOCATED AS SHOWN, SHALL NOT BE THE

CAUSE OF THE CONTRACTOR TO DENY RESPONSIBILITY FOR

PROTECTION AND/OR REPAIR DURING CONSTRUCTION. CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING FACILITIES AND PROVIDE ALL

PROTECTIVE MEASUREMENTS, RESTRAINTS AND APPURTENANCES AS

NECESSARY.

6. THESE DESIGN DRAWINGS MUST BE WORKED IN CONJUNCTION WITH THE

PROJECT MANUAL/SPECIFICATIONS.

7. RED LINED RECORD DRAWINGS SHALL BE SUBMITTED WITH EACH

APPLICATION FOR PAYMENT, ON AT A MINIMUM OF 11”X17” SIZED

DRAWING SHEETS, CLEARLY DELINEATING LIMITS OF COMPLETED WORK

FOR THAT PAY PERIOD, INCLUDING BUT NOT LIMITED TO HORIZONTAL

LOCATION OF WATER MAINS, VALVES BOXES, CURB STOPS, FIRE

HYDRANTS, BLOWOFFS, CORPORATIONS, FITTINGS, OTHER

APPURTENANCES, AND RESTORATION AREAS. UPON PROJECT

CLOSEOUT, THE CONTRACTOR SHALL FURNISH RECORD DRAWINGS

COMPLETED BY A PROFESSIONAL LAND SURVEYOR WITH SURVEYED

LOCATIONS OF ALL WATER MAIN AND WATER SERVICE FEATURES

INSTALLED BY THE CONTRACTOR.

8. CONTRACTOR SHALL PROVIDE ALL FITTINGS NECESSARY TO MAINTAIN

HORIZONTAL AND VERTICAL ALIGNMENT OF PIPELINES.

9. CONTRACTOR SHALL PROVIDE A MECHANICAL JOINT RESTRAINT SYSTEM

AT EACH CONNECTION TO A BEND, FITTING, VALVE, CAP, AND

CONNECTION TO EXISTING MAIN. PROVIDE RESTRAINED PUSH-ON JOINT

GASKETS AT EACH JOINT UP AND DOWN STREAM TO SECURE A

MECHANICAL JOINT ELBOW, BEND, FITTING, CAP OR VALVE.

10. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE ADEQUATE, PROPER

SHORING DEVICES ON SITE AT ALL TIMES. CONTRACTOR SHALL

CONFORM TO ALL LOCAL, STATE AND FEDERAL REGULATIONS.

4139.056

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Nov. 18, 2025 H:\0004139.056\04-CAD\SheetFiles\G-001.dwgLa st

E di te d by : s ba pt is ta

G M

G-001

MJD

DJH

PDM

AS NOTED

C O

W N

O R

C O

W N

, C

C O

U N

, P

L O

H -2

OFFICE ADDRESS:

1481 EAST COLLEGE AVE.

STATE COLLEGE, PA. 16801

ISSUED FOR

BIDDING

NOVEMBER 18, 2025

OAK HALL OH-20

WELL FACILITY

LAT: 40° 47' 24.7"N

LONG: -77° 47' 46.3"W

BRUSH VALLEY BOOSTER

PUMP STATION

LAT: 40° 48' 43.5"N

LONG: -77° 48' 42.4"W

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR DESIGN

COORDINATE PA PROJECT #: 12691678

SERIAL NUMBER ISSUED:

20253033246 - FINAL (BRUSH VALLEY ROAD)

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON

BELLEFONTE BOROUGH 236 WEST LAMB STREET

BELLEFONTE, PA. 16823

EMAIL: mauman@bellefontepa.gov

PHONE: 814-355-1501 EXT. 221 MATT AUMAN

COLLEGE TOWNSHIP 1481 E. COLLEGE AVE.

STATE COLLEGE, PA. 16801

EMAIL: sadams@collegetownship.org

PHONE: 814-231-3021 SHANE ADAMS

CABLE PROTECTION SERVICES INC PO BOX 4816

MIDLOTHIAN, VA. 23112

EMAIL: debbie_king@cableps.com

PHONE: 804-562-3409 DEBBIE KING

VERIZON PENNSYLVANIA, LLC. 1050 VIRGINIA DRIVE

FORT WASHINGTON, PA. 19034

EMAIL: diane.c.redilla@verizon.com

PHONE: 215-591-6210 DIANE REDILLA

PENN STATE UNIVERSITY

UCES BUILDING

833 HASTINGS ROAD

UNIVERSITY PARK, PA. 16802

EMAIL: jam86@psu.edu

PHONE: 814-553-0662 JEFF MCDONALD

UNIVERSITY AREA JOINT AUTHORITY 1576 SPRING VALLEY RD.

STATE COLLEGE, PA. 16801

EMAIL: dbrown@uaja.org

PHONE: 814-238-5361 EXT. 7715 DAREN BROWN

PENNSYLVANIA ELECTRIC CO 341 WHITE POND DRIVE

AKRON, OH. 44320

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013 MELLYSSA ADAMS

STATE COLLEGE BOROUGH WATER

AUTHORITY

1201 WEST BRANCH ROAD

STATE COLLEGE, PA. 16801

EMAIL: ashettler@scbwa.org

PHONE: 814-238-6766 EXT. 125 AUSTIN SHETTLER

1-800-242-1776

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

356.00

360 PROPOSED GRADE (MAJOR)

PROPOSED STORM DRAIN

PROPOSED WATER LATERAL

PROPOSED PAVED SURFACE

ROCK CONSTRUCTION ENTRANCE

PROPOSED CHAIN LINK FENCE

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED YARD HYDRANT

PROPOSED GATE VALVE

PROPOSED PLUG VALVE

PROPOSED MECHANICAL JOINT FITTING

LIMIT OF DISTURBANCE

Bh SwD

B-5

EXISTING FACILITY TO BE REMOVED

EXISTING FACILITY TO BE MODIFIED

NEW BUILDING FACILITIES

SUPER SILT FILTER FABRIC FENCE

PROPOSED MACADAM ACCESS

ROAD/ STONE DRIVEWAY

EROSION CONTROL BLANKET STEEP SLOPES

PROPOSED WATER MAINW W

PROPOSED HYDRANT

RIP RAP OUTLET PROTECTION

SILT SACK INLET PROTECTION

PROPOSED CURB STOP

PROPOSED WATER METER & METER BOXWMB

PROPOSED SANITARY LATERAL

PROPOSED SANITARY MAINSAN SAN

FILTER FABRIC FENCE - 30"

FILTER FABRIC FENCE - 18"

E E PROPOSED ELECTRIC

PROPOSED SANITARY MANHOLE

COMPOST SILT SOCK

356 PROPOSED GRADE (MINOR)

EROSION CONTROL SWALE MATTING

NPDES

PRE DEVELOPMENT DRAINAGE AREA

POST DEVELOPMENT DRAINAGE AREA

TIME OF CONCENTRATION> > >

TEXT PROPOSED TEXT

D R

G L

D S, S

A N

D A

N S

R U

MOUNTED BEHIND PANEL DOOR

ALARM LIGHT

NOT ACCESSIBLE TO OPERATOR

ACCESSIBLE TO OPERATOR

AUXILLIARY LOCATION

NOT ACCESSIBLE TO OPERATOR

ACCESSIBLE TO OPERATOR

COMPLEX OR UNDEFINED INTERLOCKI

D C

O N

U M

G R

C O

C K

O R

MOUNTED LOCALLY

INSTRUMENTATION SYMBOL LEGEND

MOUNTED ON FACE OF PANEL

INDICATE

SCAN

LOW/LIGHT

CONTROL STATION

ORIFICE

SWITCH

RECORD/PRINT

TRANSMIT

INTEGRATE/TOTALIZE

VALVE

RELAY

MULTIFUNCTION

DRIVE/ACTUATE

MIDDLE

COMPUTING OR SIGNAL CONVERTING

SPEED/FREQUENCY

TEMPERATURE/TORQUE

POSITION

VISCOSITY/VIBRATION

MULTIVARIABLE

EVENT, STATE PRESENCE

WEIGHT

STATUS

REMOTE

QUANTITY

TURBIDITY

PRESSURE / VACUUM

MOISTURE/MALFUNCTIONM

CURRENT

POWER

TIME

LEVEL

INSTRUMENTATION DEVICE SCHEDULE

ALARM

CONTROL

PRIMARY ELEMENT

HIGH

GLASS/GAUGE

MEASURED

VOLTAGE

DENSITY DIFFERENTIAL

CHLORINE

ANALYSIS

VARIABLE

FLOW RATE

HAND

BURNER

DELAY

FIRST LETTER

DISPLAY OR

OUTPUT FUNCTION

SUCCEEDING LETTERS

CIVIL LEGEND ABBREVIATIONS LEGEND

REFRIGERATOR

RESILIENT BASE

REINFORCE(D), REINFORCING

RISER, RADIUS

PAPER TOWEL DISPENSER

POINT, PRESSURE TREATED

PAPER TOWEL RECEPTACLE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLUMBING CONTRACTOR

SOLID SURFACE MATERIAL

SPECIAL WALL COVERING

RAIN WATER CONDUCTOR

ROUGH OPENING, ROOF OPENING

SOLID POLYMER FABRICATIONS

SQUARE FOOT

SPECIFICATION

TOILET PARTITION

VENT THROUGH ROOF

VINYL COMPOSITION TILE

VINYL COVE BASE

VENEER PLASTER, VAPOR PROOF

UNLESS NOTED OTHERWISE

TOILET PAPER DISPENSER

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TOP OF MASONRY

FINISHED

ABOVE

PLUMBING

MOUNTING

ESTIMATE

EQUIPMENT

EXHAUST

EXISTING

EQUAL

EACH WAY

FIRE ALARM

FLOOR DRAIN

EXTERIOR

EXPANSION

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FINISHED BY OTHERS

FINISH FLOOR ELEVATION

FIRE HOSE CABINET

CONTRACTOR INSTALLED

NON-FUSED DISCONNECT SWITCH

OPPOSITE

NUMBER / NORMALLY OPEN

NOMINAL

NOT IN CONTRACT

NOT TO SCALE

NOT APPLICABLE

OPENING

OVERHEAD

OVERALL / OUTSIDE AIR

OUTSIDE DIAMETER

OWNER FURNISHED

ON CENTER

WITHOUT

WOOD

WITH

UNDERCUT

VERTICAL

TYPICAL

AMERICAN STANDARD TESTING MATERIAL

CEILING

CLOSET

COLUMN

CONCRETE

CONSTRUCTION

CORRIDOR

COURSE(S)

CURB STOP, CORPORATION STOP

CARPET

CONTRACTOR

CONTINUOUS

CLEAN ROOM WALL PANEL

CONCRETE MASONRY UNIT

DOWN SPOUT

DRAWING

DOOR, DRAIN

DIAMETER

DIMENSION

EMERGENCY

ELECTRIC(AL)

ELEVATION

EACH

DRINKING FOUNTAIN

EXPANSION JOINT

ELECTRICAL CONTRACTOR

DETAIL

ADJUSTABLE

ALTERNATE

ACOUSTIC

ABANDON

ASPHALT

APPROXIMATE

ALUMINUM

ACOUSTIC TILE CEILING

ABOVE FINISHED FLOOR

ARCHITECTURAL WOOD INSTITUTE

BOTTOM FOUNDATION ELEVATION

ARCHITECTURAL

BEAM

BRICK

BASEMENT

BOTTOM

BUILDING

BLOCKING

BITUMINOUS

BUILT UP ROOF

CENTERLINE

CATCH BASIN

CONTROL JOINT

CABINET

CENTER TO CENTER

AIR CONDITIONING

MECHANICAL/ELECTRICAL/PLUMBING

LOW POINT, LIGHTING PANEL

MEDIUM DENSITY OVERLAY

JANITOR, JANITOR'S CLOSET

LOUVER

MAXIMUM

METAL

MECHANICAL

MINIMUM

MECHANICAL JOINT

MOUNT(ED)

MISCELLANEOUS

MANUFACTURER

MANUFACTURING

INTERIOR

INSIDE DIAMETER

INFORMATION

ISOLATION JOINT

JOINT

LENGTH, LONG

LAMINATE(D)

LINEAR FOOT

HVAC CONTRACTOR

INSULATE, INSULATION

SUSPENDED

SYSTEM

TREAD, TOP

THICK(NESS)

TERRAZZO

TELEPHONE

TEMPERED

STEEL

STANDARD

STRUCTURAL

SHEET VINYL

STORAGE

SECTION

SIMILAR

SQUARE

SHOWER

ROOM

RUBBER TILE

SANITARY

SCHEDULE

GROUND

HEADER

HANDICAP(PED)

HOLLOW METAL

HARDWARE

HIGH

HEIGHT

HIGH POINT / HORSEPOWER

HANDRAIL

HORIZONTAL

GYPSUM WALLBOARD

HEATING, VENTILATING &

FLOOR

FIXTURE

FACE OF FINISH

FOUNDATION

FOOTING

GAUGE

FIREPROOF(ING)

GALVANIZED

GRAB BAR

FACE OF STUDS

GENERAL CONTRACTOR

FACE OF CONCRETE

FACE OF MASONRY

RETURN

REFERENCE

REQUIRED

REVISION

RESILIENT

RADIUS

QUANTITY

QUARRY TILE

RETURN AIR

ROOF DRAIN

PAIR

PARTITION

PAINTED

PLATE

PLASTER

PLACES

CLEAN-OUT

PREMOLDED JOINT FILLER

LEVEL / LAMINATED VENEER LUMBER

DEPARTMENT

BALANCING VALVE

CUBIC FEET PER MINUTE

AIR CONDITIONING CONDENSATE

CHLORINATED PVC PIPE

DOMESTIC COLD WATER

DOWN

ENTERING AIR TEMPERATURE

ENTERING DRY BULB

EXTERNAL STATIC PRESSURE

ENTERING WET BULB

ENTERING WATER TEMPERATURE

INVERT

JUNCTION BOX

KILOWATT

LEAVING AIR TEMPERATURE

MECHANICAL CONTRACTOR

NORMALLY CLOSED

PANEL

PRESSURE REGULATING VALVE

POLYVINYL CHLORIDE

REVOLUTIONS PER MINUTE

SUPPLY AIR

UNIT HEATER

VARIABLE SPEED DRIVE

VARIABLE FREQUENCY DRIVE

AIR HANDLING UNIT

ACCESS PANEL

FLEXIBLE CONNECTOR

FIN

PLBG

ABV

MTG

TOM

EST

FHC

FEE

FEC

FBO

EXP

EXT

EQUIP

EXIST

EWC

EXH

OPP

OFCI

OPNG

NFDS

NOM

NTS

NIC

W/O

TOW, TW

TYP

TOS

TPTN

VERT

VTR

UNO

VCT

VCB

TSL

CLG

DET

EMER

ELEC

EL/ELEV

EXP JT

DIA,Ø

DWG

DIM

CONT

CORR

CRWP

CPT

CRS

CONTR

CONC

COL

CLO

CMU

CONST

CAB

BUR

BRK

BSMT

BLDG

BLKG

BOT, BTM

BIT

ALUM

ARCH

ASPH

ASTM

BFE

AWI

APPROX

ACT

ADJ

AFF

ALT

ATC

ABDN

LVR

MFG

MISC

MT(D)

MIN

MANUF.

MAX

MECH

MDO

MEP

MET

JAN

LAM

INSUL

INFO

INT

SSM

STOR

SWC

STR

STD

TMPD

THK

TER

SYS

SUSP

TEL

STL

SAN

SCH

RWC

SPEC

SHR

SPF

SECT

SIM

HORIZ

HVAC

GWB

HDWR

GND

H/C

HDR

FOS

GALV

FTG

FIXT

FOF

FOM

FOC

FDN

FLR

QTY

RAD

REFR.

REQD

REINF

REF

REV

RET

RES

PNT(D)

PLCS

PTR

PTN

PTD

PSF

PSI

PMJF

LVL

DEPT

AHU

FLEX

CFM

COND

CPVC

EAT

ESP

EWT

EWB

INV

LAT

PNL

PRV

PVC

RPM

VSD

VFD

MACADAMMAC

WASTE WATERWW

GALLONGAL

PLYWOODPLY

LEVEL SENSORLS

LEVEL ELEMENTLE

LEVEL TRANSDUCER / TRANSMITERLT

MASONRY OPENINGMO

DUCTILE IRON PIPEDI, DIP

CAST IRON PIPECI, CIP

UNNAMED TRIBUTARYUNT

MOTOR CONTROL PANELMCP

MICRO SCREEN CONTROL PANELMSCP

HAND SWITCHHS

FLOW INDICATING TRANSMITTERFIT

ANALYSIS INDICATING TRANSMITTERAIT

PLUG VALVEPV

STOP GATESG

NEW EXPOSED WIRING IN RACEWAY

NEW WIRING CONCEALED IN CEILING, WALL OR

UNDERGROUND

BRANCH CIRCUIT HOMERUN TO PANEL, NUMBER OF

ARROWS = NUMBER OF RACEWAYS. ALPHA-NUMERIC

DESIGNATION = PANEL - CIRCUIT #

CONDUIT TURNING DOWN

CONDUIT TURNING UP

POLE-MOUNTED LUMINAIRE, TYPE AS INDICATED ON

LUMINAIRE SCHEDULE ON SHEET E-501. EXISTING

SWITCHED BRANCH CIRCUITS SHALL BE MODIFIED TO

POWER NEW EQUIPMENT. LETTER = FIXTURE TYPE

(PER SCHEDULE)

LUMINAIRE, TYPE AS INDICATED ON LUMINAIRE

SCHEDULE ON SHEET E-501. LETTER = FIXTURE TYPE

(PER SCHEDULE), NUMBER = CIRCUIT # IN LOCAL

120/208V PANEL, LOWER CASE LETTER MATCHES

CONTROLLING SWITCH(ES).

DUPLEX RECEPT. MOUNTED AT 18" A.F.F. UNLESS

OTHERWISE NOTED, NUMBER = CIRCUIT # IN LOCAL

120/208V PANEL

DUPLEX RECEPT. MOUNTED AT ABOVE COUNTER

(COORDINATE WITH FURNITURE PROVIDER), NUMBER =

CIRCUIT # IN LOCAL 120/208V PANEL

RECEPTACLE W/ INTEGRAL GROUND FAULT CIRCUIT

INTERRUPTER MOUNTED AT 18" A.F.F., NUMBER =

CIRCUIT # IN LOCAL 120/208V PANEL

RECEPTACLE W/ INTEGRAL GROUND FAULT CIRCUIT

INTERRUPTER, AND WEATHERPROOF-WHILE-IN-USE

COVERPLATE MOUNTED AT 18" A.F.F., NUMBER =

CIRCUIT # IN LOCAL 120/208V PANEL

LIGHTING SWITCH - NUMBER (WHERE USED) INDICATES

SWITCH TYPE (3 = 3-WAY, ETC...), LOWER CASE LETTER

MATCHES CONTROLLED LUMINAIRES.

JUNCTION BOX

MOTOR, HORSEPOWER AS INDICATED ON PLANS

EQUIPMENT DESIGNATION REFER TO GENERAL,

MECHANICAL & PLUMBING DRAWINGS FOR

SCHEDULES

FUSE

CIRCUIT BREAKER

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

PULL OUT DISCONNECT

TRANSFORMER

GENERATOR

GROUND

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

OVERLOAD RELAY

CONDUCTORS NOT CONNECTED

CONDUCTORS CONNECTED

DISTRIBUTION PANELBOARD, SWITCHBOARD OR

MOTOR CONTROL CENTER, SHOWN TO SCALE ON

PLANS

DISCONNECT SWITCH, TYPE AND SIZE AS INDICATED

ON DRAWINGS

HEAT TRACE POWER CONNECTION KIT

CONTROL STATION (TYPE AS SHOWN)

PHOTO CELL

GFI,14

ELECTRICAL SYMBOL LEGEND

LP1-14

WP,GFI,14

S3,b

A,13,b

AC,14

EXISTING EXPOSED WIRING IN RACEWAY

EXPLOSION PROOFXP

C CAMERA

M MOTION DETECTOR

DC DOOR CONTACT

IC CARD READER

M vv

WATER P&ID LEGEND

GATE VALVE

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

PLUG VALVE

EXISTING PIPING

NEW PIPING

VALVE W/ ACTUATOR

E - ELECTRIC

P - PNEUMATIC

KNIFE GATE VALVE

SOLENOID VALVE

Mg(OH)2

PIPING DOWN

PIPING UP

PIPE REDUCER

CHEMICAL PIPING

ELECTRICAL SIGNALS

(ANALOG & DIGITAL)

SCADA SYSTEM COMM. LINK

(RADIO, DATA HIGHWAY)

FIBER OPTIC CABLE

F.O.

AIR PIPING

INSTRUMENTATION

AIR TUBING

AIR RELEASE VALVE

BACK PRESSURE

SUSTAINING VALVE

RELIEF VALVE

PIPING NOT CONNECTED

INSTRUMENTATION /

SENSOR

ULTRASONIC SENSOR

RADAR SENSOR

LEVEL (FLOAT) SWITCH

OIL FILLED GAUGE

PIPE TO FLOOR DRAIN

SPRAY NOZZLES

WATER SURFACE

MOTOR

PITOT TUBE

GAUGE WITH DIAPHRAM

FLEX COUPLER

FE-XX

0-XXX GPM

INLINE "FLOW ELEMENT" METER

SLIDE GATE

CENTRIFUGAL PUMP

MOTOR OPERATED DAMPER

CEILING MOUNTED DIFFUSER

FIRE DAMPER

DUCT SECTION, SUPPLY AIR

DUCT FLEXIBLE CONNECTION

DIRECTION OF FLOW

DUCT SIZE, FIRST FIGURE IS SHOWN

DUCT SECTION, RETURN AIR

TURNING VANES

BALANCING DAMPER

24"x12"

ITEM TO DEMOLISH

CONNECTION TO EXISTING

EQUIPMENT DESIGNATION

MECHANICAL SYMBOL LEGEND

4139.056

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G-002

MJD

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AS NOTED

C O

W N

O R

C O

W N

, C

C O

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PULSATION DAMPER

G A

N D

P R

C O

N D

N S

- A

N G

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, C

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GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

SCALE:1 1" = 200'

EXISTING AND PROPOSED CONDITIONS - AERIAL SITE PLAN

00 200' 400'

C-101

OAK HALL

FACILITY SITE PLAN

C-101

BRUSH VALLEY BOOSTER

STATION SITE PLAN

C R

SPR

G C

EEK

C O

W N

N S

M S

C H

4139.056

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G-601

MJD

DJH

PDM

AS NOTED

C O

W N

O R

C O

W N

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U N

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H -2

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

OAK HALL OH-20 WELL FACILITY

HSP-1 1000 GPM@125'TDH, 50 HP, VFD

HSP-2 1000 GPM@125'TDH, 50 HP, VFD

EL. 1137.5'

PLC

12" 12"

EL. 1163.0'

EL. 973.0'

OH-20 WELL PUMP

WP-1 1000 GPM@

150'TDH, 60 HP

SCALE:1 NONE

COLLEGE TOWNSHIP WATER DISTRIBUTION SYSTEM SCHEMATIC

BRUSH VALLEY BPS

BP-3 & BP-4

25 GPM @140'TDH,

1.5 HP

BP-1 50 GPM@138'TDH, 3 HP

BP-2 50 GPM@138'TDH, 3 HP

ABANDONED

RTU

L O

H -2

O C

R U

O N

G R

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GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

OAK HALL BOOSTER

PUMP STATION

SCALE:1 NONE

OAK HALL OH-20 WELL FACILITY PROCESS AND INSTRUMENTATION DIAGRAM

STATIC

123' BG

STRAINER

7 STAGES

OH-20 - WP-1

PITLESS ADAPTER

WELL PUMP

1000 GPM @

150'TDH, 60 HP

PUMPING LEVEL

133' BG

PUMP SETTING

190' BG

12" WELL ENDS EL.

TO BE VERIFIED

12"

12"Ø CASING

CHEMICAL ROOM

F/F. EL. 1137.50'

RAW WATER

SAMPLE TAP1/2"

FE-401

0-1500 GPM

FIT

PLC

0-1500

GPM

12"

WET WELL

HSP1

VFD

HSP2

VFD

HSP-1

1000 GPM @

125' TDH - 50 HP

460-3-60

HSP-2

1000 GPM @

125' TDH - 50 HP

460-3-60

12"

ARV-04

12" M

FE-402

0-1500 GPM

FIT

0-1500

GPM PT

0-100

PSI

PLC

12"x4"

0-100

PSI

1/ 2"

ARV-03

ARV-02

12"

12" OVERFLOW

O H

-1

L H

O U

O N

N D

W G

. G -6

AIT

50 GALLON MIN.

CONTAINMENT PALLET

CORROSION

CONTROL

30 GALLON

OSHA

SAFETY

SIGNINHIBITOR

1- 1/

1" M

-4

1" M

-4

0-200

PSI

1/ 2"S

SV-401

N.C.

N .C

0-300

PSI

1-1/4" 1"1-1/4"

EDUCTOR

PLC

OXY

CALIBRATION

COLUMN

100 mL

MP-1

12 GPD

115-1-60

PUMP ROOM

F/F. EL. 1137.50'

PLC

5 1/2"

TO SAMPLE SINK

AND HOSE BIBBS

3/ 4"

AIT

PLC

CL2

0-100

PSI

1/ 2"

PRV SET

@ 10 PSI

LIT

0-13

FTLIT

0-200

PLC

LE-402

0-13 FT

LE-401

0-200 FT

WP1

HOA

PLC

HOA

0-100%

HSP2

HOA

0-100%

HSP1

PLC

GRADE EL. 1163.50'

0' AGS

240 GALLON MIN.

CONTAINMENT PALLET

CORROSION

CONTROL

STORAGE

(TYP. 6 BARRELS)

VENT TO

ATMOSPHERE

ACV-1

PLC

ARV-01

4" B

-O

PLC

12"x6"

12"x4"

TO DAYLIGHT

TO SYSTEM

AIT

PLC

1/ 2"

SRV-401

0-30 ppm

AE-401

PLC

WP1

VFD

0-100%

PRESSURE

RELIEF VALVE

PLC

F/F. EL. 1129.00'

MIN. WL. EL. 1134.00'

OVERFLOW EL. 1135.50'

O O

O N

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PROJECT NO.

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GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

SCALE:1 NONE

OAK HALL PARK BOOSTER PUMP STATION PROCESS AND INSTRUMENTATION DIAGRAM

BP-1

50 GPM @

138' TDH - 3 HP

240-1-60

1-1/2"

BP-2

50 GPM @

138' TDH - 3 HP

240-1-60

2- 1/

2" S

U C

N H

2- 1/

2" D

G E

0-160

PSI1/2"

M O

H -2

H O

D W

G . G

-6

1-1/2"

BPCP

HOA HS

BP1

HOA HS

BP2

BPCP

BPCPBPCP

PLC

BPCP

PLC

5 PLC

PLC

0-160

PSI

0-160

PSI1/2"

B O

M G

4139.056

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PROJECT NO.

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DRAWING NO.

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G-604

MJD

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PDM

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C O

W N

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C O

W N

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L O

H -2

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

BP-3

PITLESS BOOSTER UNIT

W/ SUBMERSIBLE PUMP

25 GPM @ 140' TDH

1.5 HP, 240-3-60

4" 2"

38 PSI SUCTION

PRESSURE

3/4"

0-100

PSI

1/ 2"

METER VAULT

1/ 2"

3/ 4"

2" 4"

N .C

4" M

FE-411

0-100 GPM

0-100

GPM

4" 2"

98 PSI DISCHARGE

PRESSURE

4" BY-PASS

0-100

PSI

0-160

PSI

1/ 2"

3/ 4"

0-160

PSI

BP1

HOA

PCP-01

VFD

BP2

FIT

BP-4

PITLESS BOOSTER UNIT

W/ SUBMERSIBLE PUMP

25 GPM @ 140' TDH

1.5 HP, 240-3-60

SCALE:1 NONE

PROCESS AND INSTRUMENTATION DIAGRAM

BRUSH VALLEY BOOSTER PUMP STATION

4" 2" 2" 4"

RTU-4

OIT

RTU

UTILITY

METER

MDS W/ MANUAL

PULL SWITCH

HYDRO

TANK

45 GAL.

0-100%

HOA

0-100%

EL. 1112.00'

GEN. SET TERM

ENCLOSURE

MDS W/

MANUAL

XFER

VAULT

HATCH

HYDRO

TANK

45 GAL.

W W

R W W

RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW

OH-20

WELL

HOUSE

F/F EL.

1137.50'

OhC

HaB HaB

HaB

OhB

W W

C S

MuB

MuC

OhC

LIMIT OF DISTURBANCE

SOILS

12" COMPOST FILTER SOCK

ROCK CONSTRUCTION ENTRANCE

C O

O L

O N

A N

D S

SCALE:1 1" = 30'

FACILITY SITE E&S PLAN

00 30' 60'

4139.056

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PROJECT NO.

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ES-101

MJD

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PDM

AS NOTED

C O

W N

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C O

W N

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C O

U N

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L O

H -2

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR DRAWING INDEX, GENERAL PROJECT

NOTES, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

12" DIP 12" DIP

" D

OH-20 WELL

E&S LEGEND

SOIL TYPES

HaB HAGERSTOWN SILT LOAM, 3 TO 8 PERCENT SLOPES

MuB MURRILL CHANNERY SILT LOAM, 3 TO 8 PERCENT SLOPES

MuC MURRILL CHANNERY SILT LOAM, 8 TO 15 PERCENT SLOPES

No NOLIN SILT LOAM, LOCAL ALLUVIUM, 0 TO 5 PERCENT SLOPES

OhB OPEQUON - HAGERSTOWN COMPLEX, 3 TO 8 PERCENT SLOPES

OhC OPEQUON - HAGERSTOWN COMPLEX, 8 TO 15 PERCENT SLOPES

LIMIT OF

DISTURBANCE

(0.72 ACRES)

(0.81 ACRES TOTAL)

REMOVE / REPLACE

BOLLARDS

CONCRETE SIDEWALK

AND CURB RESTORATION

DEPRESSED

CURB

EXTEND

GRAVEL DRIVEWAY

SILT SOCK (TYP.)

ES-502

SILT SOCK (TYP.)

ES-502

50' RCE

WITH WASH RACK

ES-502

METER VAULT

METER AND

ELECTRICAL

EQUIPMENT

CANOPY

CONNECTION TO

EXISTING WATER LINE

SEE SEPARATE

E&S PLANS

FOR TRANSMISSION

MAIN PROJECT

SEE SEPARATE

E&S PLANS

FOR TRANSMISSION

MAIN PROJECT

SCALE:2 1" = 20'

BRUSH VALLEY RD BOOSTER STATION SITE E&S PLAN

00 10' 20'

ES-502

CHANNEL A

1. AVOID THE INTRODUCTION OF INVASIVE SPECIES IN ORDER TO

PROTECT THE INTEGRITY OF NEARBY PLANT SPECIES OF SPECIAL

CONCERN. VOLUNTARY CLEANING OF EQUIPMENT/VEHICLES USING

CLEAN FILL AND MULCH, AND AVOIDING PLANTING INVASIVE SPECIES

WILL HELP TO CONSERVE SENSITIVE PLANT HABITATS.

PA DCNR

CONSERVATION MEASURES

TOPSOIL

STOCKPILE

50' ROCK CONSTRUCTION

ENTRANCE W/ WASH RACK

ES-502

CONCRETE

WASHOUT

ES-502

LIMIT OF

DISTURBANCE

(0.09 ACRES)

(0.81 ACRES TOTAL)

OUTLET NO. 001

RIPRAP APRON

ES-502

O L

N O

N A

N D

O N

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STANDARD NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. THE REVIEWING AGENCY MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL AT ITS DISCRETION.

2. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT

TO AN ON-SITE PRECONSTRUCTION MEETING.

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

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE

CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BMPS SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H: 1V OR FLATTER.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE

LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS

SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED

PRIOR TO BEING ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE).

CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE PROPERTY RECEIVING THE FILL. A COPY OF FORM FP-001 CAN BE FOUND AT THE END OF THESE INSTRUCTIONS.

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE. IF THE FILL MAY HAVE BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE, IT MUST BE TESTED TO DETERMINE IF IT QUALIFIES AS CLEAN FILL. TESTING SHOULD BE PERFORMED IN ACCORDANCE WITH APPENDIX A OF THE

DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

FILL MATERIAL THAT DOES NOT QUALIFY AS CLEAN FILL IS REGULATED FILL. REGULATED FILL IS WASTE AND MUST BE MANAGED IN ACCORDANCE WITH THE DEPARTMENT'S MUNICIPAL OR RESIDUAL WASTE REGULATIONS BASED ON 25 PA. CODE CHAPTERS 287 RESIDUAL WASTE MANAGEMENT OR 271 MUNICIPAL WASTE MANAGEMENT, WHICHEVER IS APPLICABLE. THESE REGULATIONS ARE AVAILABLE ON-LINE AT WWW.PACODE.COM

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DIRECTED INTO A PUMPED WATER FILTER BAG AND DISCHARGED TO AN UNDISTURBED VEGETATED AREA.

14. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION

AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, RE-GRADING, RESEEDING, RE-MULCHING AND RE-NETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

15. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

16. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR

SURFACE WATER.

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

18. AREAS WHICH ARE TO BE TOP SOILED (EXCLUDING LOCATIONS WHERE PCSM AMENDED SOILS ARE PROPOSED) 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 SLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

19. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

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

21. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR

PREVENT CONSTRUCTION OF SATISFACTORY FILLS.

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

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

24. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN

OR OTHER APPROVED METHOD.

25. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS

NEED NOT BE VEGETATED. SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED

ACCORDING TO THE STANDARDS OF THIS PLAN.

26. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS.

DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT STABILIZATION SPECIFICATIONS.

27. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER

MOVEMENTS.

28. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER

BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.

29. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

30. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID RE-VEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

31. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL

CONTACT THE LOCAL CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION.

32. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

MATERIAL NOTES

1. ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE CHAPTER 260, §§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.

2. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE LOCAL CONSERVATION DISTRICT OR DEP FULLY IMPLEMENTED PRIOR TO

BEING ACTIVATED.

3. 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. 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.

4. 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.

5. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

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

STABILIZATION NOTES

1. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2H: 1V OR FLATTER.

2. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE A CESSATION OF EARTH DISTURBANCE ACTIVITIES

EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING

FUTURE EARTH DISTURBANCE ACTIVITIES.

3. STRAW MULCH MUST BE APPLIED AT RATES OF AT LEAST 3.0 TONS PER ACRE. STRAW MULCH SHOULD BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT

BEING WINDBLOWN.

4. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS

NEED NOT BE VEGETATED.

5. 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.

6. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS.

7. 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.

CONSTRUCTION SEQUENCE

1. PRIOR TO CONSTRUCTION THE PROPOSED LIMIT OF DISTURBANCE (LOD) SHALL BE DELINEATED AND STAKED IN THE FIELD. THE BOUNDARY OF ANY ADJACENT

STREAMS OR WETLANDS SHALL ALSO BE STAKED.

2. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCES AT THE SITE ENTRANCE. VEHICLES AND EQUIPMENT SHALL ENTER AND EXIT ONLY BY MEANS OF THE STABILIZED ROCK CONSTRUCTION ENTRANCE. 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 DEPOSITS INTO ROADWAY

DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

3. INSTALL ALL PERIMETER BMP'S AS SHOWN ON ES-101. PERIMETER BMP'S INCLUDE ALL PROJECT SILT SOCK.

4. THE CONTRACTOR WILL INSPECT WEEKLY AND AFTER EACH RAIN EVENT, THE PROJECT'S EROSION AND SEDIMENTATION CONTROLS DURING THE ENTIRE ACTIVE

CONSTRUCTION STAGES. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL EROSION AND

SEDIMENTATION CONTROLS THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.

THE CONTRACTOR MUST IMMEDIATELY REPAIR ANY DAMAGED EROSION CONTROLS (BMPS). SEDIMENT REMOVED FROM THE BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS, OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED OR PLACED IN TOPSOIL

STOCKPILES.

5. EXTEND GRAVEL DRIVEWAY AND CONSTRUCT WELL HOUSE FACILITY. INSTALL 12" RAW WATER LINE FROM OH-20 WELL TO WELL HOUSE FACILITY.

6. BRUSH VALLEY ROAD BOOSTER PUMP STATION: CONSTRUCT METER VAULT, EQUIPMENT CANOPY AND FACILITY PIPING.

7. REMOVED SEDIMENT SHALL BE INCORPORATED INTO FINAL GRADING OPERATIONS OR DISPOSED OF OFF-SITE. THE CONTRACTOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL CONSTRUCTION MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL PROPERLY DISPOSE ALL OF THESE MATERIALS AND OTHERS GENERATED DURING

CONSTRUCTION.

8. PERMANENTLY SEED ALL REMAINING DISTURBED AREAS. SEED FOLLOWING PERMANENT SEEDING GUIDELINES OUTLINED ON ES-501.

9. IF CONSTRUCTION IS TERMINATED OR SUSPENDED PRIOR TO CONSTRUCTION COMPLETION, ALL EXPOSED SOIL AREAS SHALL BE SEEDED WITH TEMPORARY SEEDING

AND MULCHED IMMEDIATELY. SEED FOLLOWING TEMPORARY SEEDING GUIDELINES ON ES-501.

10. STABILIZATION FOR THIS PROJECT SHALL CONSIST OF REVEGETATION OF DISTURBED AREAS. FINAL STABILIZATION OF VEGETATED AREAS WILL OCCUR WHEN A

MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION. PAVED AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WITH THE APPLICATION OF THE BASE COURSE LAYER.

11. AFTER FINAL STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS SHALL BE REMOVED. AREAS DISTURBED DURING REMOVAL OF TEMPORARY E&S BMPS ARE

TO BE IMMEDIATELY STABILIZED.

NOTE: A COPY OF THE SEDIMENT AND EROSION CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE DURING CONSTRUCTION UNTIL THE SITE IS STABILIZED.

GROUND COVER

AFTER THE EARTH DISTURBANCE ACTIVITY IS COMPLETED, THE DISTURBED AREA MUST BE REVEGETATED. THE VEGETATIVE COVER MUST BE A UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION. ANOTHER OPTION IS TO USE AN ACCEPTABLE BMP WHICH

PERMANENTLY MINIMIZES ACCELERATED EROSION AND SEDIMENTATION.

TEMPORARY SEEDING

TEMPORARY SEEDING WILL BE PERFORMED DURING THE GERMINATION SEASON (APRIL TO OCTOBER) FOR THE ESTABLISHMENT OF GRASS SEED ON DISTURBED AREAS

BEFORE THE START OF THE DORMANT SEASON. DURING THE NON-GERMINATION SEASON, MULCH SHALL BE APPLIED TO THE DISTURBED SURFACES AND THE SEED

MIXTURE WILL BE ADDED AT THE START OF THE GERMINATION PERIOD.

· ALL GRASS AREAS DISTURBED BY THE WORK OF THIS PROJECT SHALL BE SEEDED AS FOLLOWS:

- APPLY AGRICULTURAL LIME AND FERTILIZER AS FOLLOWS FOR TEMPORARY SEEDING:

¨ AGRICULTURAL LIME - 40 POUNDS PER 1,000 SQUARE FEET

¨ FERTILIZER - 12.5 POUNDS PER 1,000 SQUARE FEET

- FERTILIZER SHALL BE A COMMERCIAL TYPE 10-10-10.

- TEMPORARY SEED MIXTURE ANNUAL RYEGRASS -- 1 POUND PER 1,000 SQUARE FEET.

· ALL TEMPORARY SEEDING SHALL BE MULCHED. TEMPORARY SEEDING SHALL BE WATERED AS REQUIRED TO DEVELOP COVER. NON-POTABLE UTILITY WATER SHALL

BE PROVIDED BY THE CONTRACTOR.

· MULCH SHALL BE STRAW, SHALL BE CLEAN AND FREE FROM NOXIOUS WEEDS, AND SHALL BE APPLIED AT THE RATE OF 140 POUNDS PER 1,000 SQUARE FEET.

APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A TACKIFIER OR A SIMILAR METHOD IN ORDER TO PREVENT MULCH FROM BEING

WINDBLOWN.

PERMANENT SEEDING

PERMANENT SEEDING SHALL TAKE PLACE IN ALL DISTURBED AREAS AS FOLLOWS:

· UPON COMPLETION OF EARTH DISTURBANCE ACTIVITIES, THE SITE SHALL BE IMMEDIATELY STABILIZED.

· THE FOLLOWING SHALL BE SPREAD AND WORKED INTO THE TOPSOIL TO A DEPTH OF 3 TO 4 INCHES.

- AGRICULTURAL LIME - 240 POUNDS PER 1,000 SQUARE FEET

- FERTILIZER - 25 POUNDS PER 1,000 SQUARE FEET

¨ THE FERTILIZER SHALL BE A COMMERCIAL TYPE 10-20-20

¨ NOTE - IF AGRICULTURAL LIME AND FERTILIZER HAVE BEEN APPLIED PREVIOUSLY TO THE GROUND WHERE THE PERMANENT SEED IS TO BE APPLIED, THE

LIME AND FERTILIZER RATES SHALL BE REDUCED BY THE AMOUNT BY WHAT HAS BEEN APPLIED PREVIOUSLY.

· PERMANENT SEED MIXTURE: THE FOLLOWING SEED MIXTURES SHALL BE APPLIED AS FOLLOWS:

- UTILIZE SEED MIXTURE #2 FOR LAWN AREAS.

- APPLY MULCH TO ALL PERMANENTLY SEEDED AREAS.

¨ MATERIALS: STRAW, AIR-DRIED AND FREE FROM UNDESIRABLE SEEDS AND COURSE MATERIALS. APPLICATION: 140 POUNDS PER 1,000 SQUARE FEET.

APPLICATION OF MULCH SHALL BE USED IN CONJUNCTION WITH CRIMPING, A TACKIFIER OR A SIMILAR METHOD IN ORDER TO PREVENT MULCH FROM BEING

WINDBLOWN.

MAINTENANCE PROGRAM

EMERGENCY EROSION PROTECTION

IF EROSION DOES OCCUR, THE CONTRACTOR SHALL REPAIR AND RESEED THOSE AREAS OR USE OTHER STABILIZATION METHODS AS REQUIRED. THE CONTRACTOR SHALL USE JUTE, WOOD FIBER, OR OTHER TIE DOWN FILTER NETTING ON TOP OF THE NEW SEED AS REQUIRED, REGARDLESS OF THE SLOPE OF THE LAND.

MULCHED AREAS SHALL BE CHECKED WEEKLY AND AFTER EACH RAIN EVENT FOR DAMAGE, UNTIL THE MULCHING IS NO LONGER NECESSARY FOR PROTECTION AGAINST EROSION. DAMAGED PORTIONS OF THE MULCH OR TIE DOWN MATERIALS SHALL BE REPAIRED AS SOON AS DISCOVERED

PERIODIC INSPECTION PROGRAM

THE CONTRACTOR WILL INSPECT THE PROJECT'S EROSION AND SEDIMENTATION CONTROLS WEEKLY AND AFTER EACH RAIN EVENT UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION, OPERATION, MAINTENANCE, AND REMOVAL OF ALL EROSION AND SEDIMENTATION CONTROLS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. SEDIMENT THAT HAS BEEN TRAPPED BY THE COMPOST SOCK WILL BE REMOVED AS REQUIRED, AND IN ALL CASES, BEFORE THE ACCUMULATION HAS REACHED HALF THE HEIGHT OF THE SOCK. COMPOST SOCK WILL BE RE-ANCHORED, REPAIRED, OR REPLACED AS NECESSARY. SEDIMENT MUST BE REMOVED FROM SILT SACKS AFTER EACH RUNOFF EVENT, OR WHEN THE DISTANCE BETWEEN THE GRATE AND THE SEDIMENT LEVEL IN THE SILT SACK IS REDUCED TO 18". SILT SACKS WILL BE REPAIRED, OR REPLACED AS NECESSARY. ALL OTHER CONTROLS WILL BE INSPECTED ON THE SAME SCHEDULE. IF EROSION AND SEDIMENT CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATION OF THOSE INSTALLED WILL BE

REQUIRED.

MAINTENANCE OPERATIONS

AS PART OF THE LONG TERM OPERATION AND MAINTENANCE, ROUTINE MAINTENANCE INSPECTIONS WILL BE REQUIRED TO INSURE THE EFFICIENCY OF ALL THE SEDIMENT CONTROL DEVICES. AT A MINIMUM, ALL BMP'S SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH MEASURABLE RUNOFF EVENT, INCLUDING THE REPAIR OF THE BMP'S TO ENSURE EFFECTIVE AND EFFICIENT OPERATION. THIS INSPECTION SHALL BE FOLLOWED UP WITH A REPAIR SCHEDULE OF ALL NOTED DEFICIENCIES. VEGETATION PROGRESS SHALL ALSO BE INCLUDED IN THIS INSPECTION. VOID AREAS SHALL PROMPTLY BE RESEEDED AND MULCHED TO ESTABLISH

PROTECTION.

BMP'S THAT FAIL AFTER INSTALLATION MUST BE REPAIRED TO FUNCTION PROPERLY OR BE REPLACED BY ALTERNATIVE BMP'S THAT WILL SERVE THE INTENDED PURPOSE. IF UNFORESEEN CONDITIONS OCCUR ON A SITE, AND THE INSTALLED BMP'S ARE OBVIOUSLY NOT EFFECTIVE, THEN ALTERNATE BMP'S MUST BE DESIGNED

AND INSTALLED. THE NEED FOR REDESIGN WILL BE DETERMINED ON A CASE-BY-CASE BASIS.

ANY CHANGES OR ADDITIONS MADE TO THIS PLAN WILL BE DONE SO IN WRITING WITH A SIGNATURE FROM A PERMITTEE OR CO-PERMITTEE REPRESENTATIVE. THESE CHANGES OR ADDITIONS MUST BE APPROVED AND INITIALED BY A PA DEP REPRESENTATIVE AND KEPT ON-SITE WITH THIS NPDES PERMIT.

REMOVAL OF CONTROLS AND CONTINUING MAINTENANCE

ALL REQUIRED TEMPORARY EROSION AND SEDIMENTATION CONTROLS SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE AREA THEY PROTECT HAS BEEN STABILIZED. AREAS DISTURBED DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY.

STABILIZATION FOR THIS PROJECT SHALL CONSIST OF REVEGETATION OF DISTURBED AREAS. FINAL STABILIZATION OF VEGETATED AREAS WILL OCCUR WHEN A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER, WITH A DENSITY CAPABLE OF RESISTING ACCELERATED EROSION AND SEDIMENTATION. PAVED AREAS SHALL BE CONSIDERED PERMANENTLY STABILIZED WITH THE APPLICATION OF THE BASE COURSE LAYER.

REVEGETATION SHALL OCCUR IMMEDIATELY AFTER COMPLETION OF THE FINAL GRADING. SHOULD CONDITIONS PROHIBIT PERMANENT REVEGETATION EFFORTS, THE AREA WILL BE TEMPORARILY STABILIZED THROUGH THE USE OF QUICK-GROWING GRASSES,…

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