3-Contract Drawings.pdf

PDF 5 MB Posted Jun 15, 2026

Attached to: 2026 Dover Township WWTP Improvements Project
Solicitation number: Not on record
Issued by: York County, Pennsylvania

About this file

Written by GovTribe AI · Jun 17, 2026

This is a contract drawings document for the 2026 Dover Township WWTP Improvements Project in Dover, Pennsylvania, prepared for the Dover Township Sewer Authority. The project involves construction improvements at the wastewater treatment plant located at 851 Graffius Road, York, Pennsylvania, with work spanning Dover Township, Conewago Township, and West Manchester Township in York County. The scope of work includes piping modifications within the treatment plant yard, including relocation of an 8-inch Conewago Township interceptor to a new drop manhole on the 60-inch interceptor, installation of a 10-foot by 12-foot vault housing improved flow metering and sampling systems, relocation of multiple drain pipes from digesters and sludge storage pads, creation of new sewer and drain yard piping networks, and implementation of erosion and sediment control measures. The project drawings package contains 16 sheets covering general information, civil works, site details, meter vault specifications, and erosion control plans. A mandatory prebid conference is scheduled for Thursday, June 25, 2026, at 10:00 a.m. at the Dover Township Wastewater Treatment Plant. Online sealed bids will be received via the PennBid Program until Wednesday, July 8, 2026, at 2:00 p.m. local time, at which point bids will be publicly opened and read aloud.

Bidders are required to submit security equal to 10 percent of their bid amount. The project is subject to Pennsylvania Prevailing Wage Act requirements, and all bids shall remain irrevocable for sixty days after the bid opening unless award is delayed due to required approvals from another government agency, bond sales, or grant awards, in which case bids remain irrevocable for one hundred twenty days in compliance with Act 317 of 1978 as amended. Contract documents are available at no cost through pennbid.bonfirehub.com, and all bidder questions regarding the meaning or intent of the contract documents must be submitted through PennBid's Public Q & A section, with no telephone, facsimile, or direct email inquiries accepted. The contractor shall be responsible for utility locating, including contacting PA One Call at least 48 hours prior to excavation, and for coordinating with multiple utility companies including Columbia Gas Transmission, Comcast, Pennsylvania Electric Company, Verizon North, Texas Eastern/Enbridge, and York Water Company.

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File	Type	Posted
1-Bidding Documents.pdf	PDF	Jun 15, 2026
2-Project Manual.pdf	PDF	Jun 15, 2026

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PROJECT

LOCATION

2026 DOVER TOWNSHIP

JUNE 2026

BID SET

DOVER TOWNSHIP SEWER AUTHORITY

DOVER, PENNSYLVANIA

BH 77498-00

PROJECT LOCATION MAP

NOT TO SCALE

NORTH

WWTP IMPROVEMENTS PROJECT

DRAWING INDEX

SHEET NO. SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 LEGEND, ABBREVIATIONS & GENERAL NOTES

CIVIL

C-101 EXISTING CONDITIONS PLAN

C-102A NEW SEWER YARD PIPING PLAN

C-102B NEW DRAIN YARD PIPING PLAN

C-103 YARD PIPING SCHEDULE

C-104 EXISTING PIPE PROFILES

C-105 PIPE INTERCONNECT DETAILS

C-501 SITE DETAILS

C-502 METER VAULT DETAILS

CE101 EROSION & SEDIMENT CONTROL PLAN

CE501 EROSION & SEDIMENT CONTROL DETAILS

& AND

@ AT

C ELEV CENTERLINE ELEVATION

Ø DIAMETER

° DEGREES

" INCH, INCHES

' FOOT, FEET

# NUMBER

X BY

+ PLUS

- MINUS

* REFER TO

/ PERMETER

% PERCENT

ABBREVIATIONS / TEXT SYMBOLS / PIPING LEGEND / REFERENCE SYMBOLS

GENERAL LEGEND

SECTION CUT REFERENCE SYMBOL

DETAIL REFERENCE SYMBOL

ELEVATION REFERENCE SYMBOL

PHOTO REFERENCE SYMBOL

CROSS HATCHING INDICATES EXISTING STRUCTURE,

EQUIPMENT OR PIPING TO BE REMOVED

SLANT LETTERING INDICATES EXISTING ITEMS

VERTICAL LETTERING INDICATES PROPOSED ITEMS.

X-XXX

BUILDING

GENERAL NOTES:

1. THE UTILITIES SHOWN HAVE BEEN PLOTTED FROM FIELD DATA AND ARE APPROXIMATE

IN LOCATION AND DEPTH. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION,

DEPTH, AND CONDITIONS IN THE FIELD WITH THE REPRESENTATIVE OF THE UTILITY IN

QUESTION. THE ENGINEER AND OWNER DO NOT ASSUME ANY RESPONSIBILITY FOR

ACCURACY OR SUFFICIENCY OF THE DATA PROVIDED ON EXISTING UTILITIES, AND

FURTHERMORE WILL ASSUME NO RESPONSIBILITY FOR ANY COST OR CONDITION

RESULTING FROM ANY INACCURACY OR INSUFFICIENCY IN THIS REGARD. THE

CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITIES FOR THE ACTUAL LOCATION

OF THEIR FACILITIES BEFORE ANY WORK IS BEGUN ON THIS PROJECT. FOR UTILITY

LOCATIONS CALL "PA ONE CALL" AT LEAST 48 HOURS PRIOR TO EXCAVATION

1-800-242-1776. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO

MAINTAIN EXISTING UTILITIES SERVICE AND SHALL REPAIR DAMAGE TO THEM

IMMEDIATELY AT HIS OWN EXPENSE.

2. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING

UTILITY SERVICES AND SHALL REPAIR DAMAGE TO THEM IMMEDIATELY AT HIS OWN

EXPENSE.

3. MINIMUM DEPTH OF COVER TO CROWN OF PIPE FOR ALL UTILITIES AND SERVICES SHALL

BE FOUR FEET, UNLESS OTHERWISE INDICATED.

4. PIPE LENGTHS ARE BASED ON HORIZONTAL DISTANCES.

5. ALL VALVES SHALL BE PROVIDED WITH VALVE BOXES TO GRADE.

6. THE CONTRACTOR SHALL PROVIDE ALL FITTINGS AND THRUST BLOCKS NECESSARY FOR

A COMPLETE SYSTEM.

7. PROVIDE PIPING WITH THRUST BLOCKING OR RESTRAINED JOINTS FITTINGS AT ALL

BENDS, TEES, VALVES AND CHANGE IN DIRECTION 111

4° OR GREATER.

8. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEST PITTING EXISTING UTILITIES AT

CROSSING POINTS PRIOR TO THE INSTALLATION OF PROPOSED FACILITIES.

10. THE LOCATION OF ANY PROPERTY LINES OR RIGHT-OF-WAY LINES ARE SHOWN ON THE

DRAWINGS FOR INFORMATIONAL PURPOSES ONLY AND THEIR ACCURACY IS NOT

GUARANTEED.

11. DIMENSIONS AND ELEVATIONS ARE CONTINGENT UPON EQUIPMENT FURNISHED.

CONTRACTOR SHALL MODIFY STRUCTURES IN ACCORDANCE WITH APPROVED SHOP

DRAWINGS AT NO ADDITIONAL COST TO THE OWNER.

12. CONTRACTOR SHALL COORDINATE ARCHITECTURAL, EQUIPMENT, MECHANICAL AND

ELECTRICAL DRAWINGS FOR THE LOCATION OF PIPE SLEEVES. ANCHOR BOLTS,

INSERTS, ETC. BEFORE PLACING CONCRETE.

13. UNLESS OTHERWISE NOTED, DETAILS SHOWN ON ANY DRAWING ARE TYPICAL FOR ALL

SIMILAR CONDITIONS.

GENERAL DEMOLITION NOTES:

1. ELEVATION GIVEN ON DEMOLITION DRAWINGS MAY NOT BE CORRECT,

CONTRACTOR TO VERIFY EXISTING ELEVATIONS.

2. REMOVE ALL CONCRETE PADS AND SUPPORTS NOT BEING REUTILIZED FLUSH WITH

THE FLOOR. PATCH SMOOTH WITH CONCRETE REPAIR MORTAR.

3. REMOVE ALL HANGERS, CLAMPS, BRACKETS, ETC THAT ATTACH REMOVED

EQUIPMENT TO WALLS OR CEILING. PATCH ALL HOLES CREATED BY REMOVAL.

4. SEAL ALL FLOOR, WALLS AND ROOF OPENINGS LEFT AFTER EQUIPMENT IS

REMOVED WITH NON-SHRINK GROUT.

5. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL ELECTRICAL

CONDUIT BACK TO THE ELECTRICAL SOURCE THAT SERVICES EQUIPMENT HE IS

REMOVING. THE CONTRACTOR SHALL ALSO REMOVE ALL JUNCTION BOXES,

CONTROL PANELS, DISCONNECT SWITCHES, ETC. ASSOCIATED WITH THE

EQUIPMENT BEING REMOVED UNLESS MARKED BY ELECTRICAL SUB-CONTRACTOR

TO REMAIN. COORDINATE ALL DEMOLITION WORK AND MARKING SYSTEM WITH

ELECTRICAL SUB-CONTRACTOR.

6. THE ELECTRICAL SUB-CONTRACTOR IS RESPONSIBLE FOR TURNING OFF AND

LOCKING OUT POWER TO EACH PIECE OF EQUIPMENT, MOTOR CONTROL CENTERS,

CONTROL PANELS, ETC., TO MAKE REMOVAL SAFE. HE SHALL VERIFY THAT THERE IS

NO VOLTAGE ON THE WIRING PRIOR TO REMOVAL.

7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF LIGHT FIXTURES AND

RECEPTACLES AND ASSOCIATED CONDUIT AND WIRING WHERE REQUIRED.

8. IF ELECTRICAL SWITCHGEAR PANELS OR MOTOR CONTROL CENTERS ARE BEING

RENOVATED, THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF BREAKERS,

MOTOR STARTERS, ETC, REQUIRED BY THE RENOVATION.

9. WHERE CONCRETE REMOVAL EXPOSES ENDS OF REBAR, OR WHERE ANCHOR

BOLTS ARE CUT OFF, GRIND REBAR OR BOLT TO 14" BELOW SURFACE & PATCH

SMOOTH WITH CONCRETE REPAIR MORTAR.

10. ALL PUMPS, SOLENOID VALVES AND PNEUMATIC ACTUATED VALVES REMOVED

SHALL BE TURNED OVER TO THE OWNER.

ACCESS ACCESSORIES

ADPT ADAPTER

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ALUM ALUMINUM

ANC ANCHOR

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASSOC ASSOCIATED

ASSY ASSEMBLY

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AT AIR TEST

AUTO AUTOMATIC

AVG AVERAGE

B BOTTOM

BALL V BALL VALVE

BSMT BASEMENT

BFLY V BUTTERFLY VALVE

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BM BENCH MARK

BOT BOTTOM

BRG BEARING

BOW BOTTOM OF WALL

C, CNTR CENTER

C/C CENTER TO CENTER

CAP CAPACITY

CH CHANNEL

CI CAST IRON

CIP CAST IRON PIPE

CL CLEARANCE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

COL COLUMN

CON CONCENTRIC

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

CONTR CONTRACTOR

Cu COPPER

CPLG COUPLING

CHECK V CHECK VALVE

DET, DETS DETAILS

DIA DIAMETER

DIG DIGESTER

DIM, DIMS DIMENSION, DIMENSIONS

DI DUCTILE IRON

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DISCH DISCHARGE

DIST DISTRIBUTION

DN DOWN

DO DISSOLVED OXYGEN

DP DEEP

DWG DRAWING

E EAST

EA EACH

ECC ECCENTRIC

EFF EFFLUENT

ELB ELBOW

ELEC ELECTRIC

EL, ELEV ELEVATION

EMB EMBEDMENT

EMER EMERGENCY

EQ EQUAL, EQUALIZATION

EQUIP EQUIPMENT

EST ESTIMATED

EXIST EXISTING

EXP EXPANSION

F DEGREE FAHRENHEIT, FUSE

FC FINAL CLARIFIER

FD FLOOR DRAIN

FH FIRE HYDRANT

FIN FINISHED

FLEX FLEXIBLE

FLG, FLGD FLANGE, FLANGED

FL, FLR FLOOR

FM FORCE MAIN, FEMALE

FND FOUND

FRP FIBERGLASS REINFORCED PLASTIC

OR PIPE

FT FOOT, FEET

FTG FOOTING

FVE FIBERGLASS VINYL ESTER PIPE

GA GAUGE/GAGE

GAL GALLON

GALV GALVANIZED

GEN GENERATOR

GPM GALLONS PER MINUTE

GRD GRADE

GATE V GATE VALVE

H HIGH, HEIGHT

HORIZ HORIZONTAL

HP HORSEPOWER

HW HOT WATER

IN, INS INCH, INCHES

INF INFLUENT

INSP INSPECTION

INV INVERT

IP IRON PIN

JT JOINT

L LENGTH

LB POUND

LF LINEAR FEET

LG LONG

LOC LIMIT OF CONTRACT

LP LIGHT POST

MAC MACADAM

MAG MAGNETIC

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MJ MECHANICAL JOINT

MRAS MAGNETITE ENMESHED RETURN

ACTIVATED SLUDGE

MTD MOUNTED

MTG MOUNTING

MWAS MAGNETITE ENMESHED WASTE

ACTIVATED SLUDGE

N NORTH

NO. NUMBER

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OPER OPERATING, OPERATOR

OPNG OPENING

PE PLAIN END

PL PLATE

POLY POLYETHYLENE

PM PROCESS MECHANICAL

POT POTABLE

PRESS PRESSURE

PROCESS PROCESSING

PRV PRESSURE REDUCING VALVE

PS PIPE SUPPORT/PUMP STATION

PSI POUNDS PER SQUARE INCH

PLUG V PLUG VALVE

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

RAD RADIUS

RAS RETURN ACTIVATED SLUDGE

RCP REINFORCED CONCRETE PIPE

RE REACTOR EFFLUENT

RECT RECTANGULAR

RED REDUCER, REDUCING

REINF REINFORCEMENT

RELIEF V RELIEF VALVE

REQD REQUIRED

RD ROAD

RI REACTOR INFLUENT

ROW RIGHT OF WAY

S SOUTH

SAN SANITARY

SCH SCHEDULE

SDR STANDARD DIAMETER RATIO

SECT SECTION

SHT SHEET

SIM SIMILAR

SOL SOLUTION

SP SPACED, SPACING, STATIC

PRESSURE

SPEC SPECIFICATION

SQ SQUARE

STD STANDARD

STL STEEL

SS STAINLESS STEEL

STA STATION

STRUCT STRUCTURAL

SWAS SURFACE WASTE ACTIVATED

SLUDGE

SYM SYMMETRICAL

T TOP

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TG TOP GRATE

THD THREAD, THREADED

THK THICK

TRANS TRANSITION

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

UV ULTRA VIOLET

UW UTILITY WATER

V VALVE

VAR VARIES

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VMD VERIFY MANUFACTURER'S

DIMENSION

W WEST

W/ WITH

W/O WITHOUT

WAS WASTE ACTIVATED SLUDGE

WL WATER LEVEL

WM WATER METER

WT WEIGHT

WV WATER VALVE

YR YEAR

SURVEY NOTES:

1. HORIZONTAL DATUM & COORDINATE SYSTEM: NAD83(2011) EPOCH 2010.00, PA STATE

PLANE, SOUTH ZONE - 3702. HORIZONTAL DATUM & OORDINATES ESTABLISHED FROM

SMARTNET NORTH AMERICA GNSS NETWORK. VERTICAL DATUM: NAVD88

(ESTABLISHED FROM LOCAL NGS BENCHMARKS: Q304 PADH, HALLAM, N304 PADH,

N102 RESET)

2. PHYSICAL FEATURES AND TOPOGRAPHY SHOWN HEREON OBTAINED FROM AERIAL

MAPPING PERFORMED BY APPLIED MAPPING SOLUTIONS, INC., TO MEET 1"=50', 1

FOOT CONTOUR NATIONAL MAP ACCURACY STANDARDS WITH PHOTOGRAPHY

DATED 5/6/2014. (CONTOURS WITHIN VEGETATED AREAS MAY NOT MEET STATED

ACCURACY STANDARDS AND SHOULD BE FIELD VERIFIED PRIOR TO USE.)

3. SUPPLEMENTAL TOPOGRAPHY SURVEY AS OUTLINED AND SURVEY OF EXISTING

UTILITIES WAS PERFORMED BY BUCHART HORN INC., COMPLETED ON JUNE 27, 2014.

(CONTOURS WITHIN VEGETATED AREAS MAY NOT MEET STATED ACCURACY

STANDARDS AND SHOULD BE FIELD VERIFIED PRIOR TO USE.)

4. UNDERGROUND UTILITIES ARE SHOWN ACCORDING TO INFORMATION PROVIDED BY

OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION OR

BLASTING. THE ACTUAL LOCATIONS OF THESE UTILITIES HAVE NOT BEEN FIELD

VERIFIED AND THE LOCATIONS ARE APPROXIMATE. BUCHART HORN, DOES NOT MAKE

ANY REPRESENTATION, WARRANTY, ASSURANCE, OR GUARANTEE THAT THE

UNDERGROUND UTILITY LOCATION PROVIDED BY OTHERS AND REFLECTED ON

THESE DRAWINGS IS CORRECT AND ACCURATE. BUCHART HORN, INC. ASSUMES NO

RESPONSIBILITY FOR ANY DAMAGES INCURRED AS A RESULT OF UNDERGROUND

UTILITIES OMITTED OR INACCURATELY SHOWN.

5. PROPERTY LINES SHOWN HEREON ARE PLOTTED FROM THE DEEDS OF RECORD,

RECORDED SUBDIVISION AND OR PLOT PLANS, EXISTING TOPOGRAPHIC FEATURES

AND LIMIT BOUNDARY EVIDENCE. PROPERTY LINES WERE NOT SURVEYED BY THE

PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

LIST OF PUBLIC UTILITIES

PA ONE CALL SYSTEM REQUIREMENTS AND GUIDELINES, ACT 121, AND COMMON GROUND ALLIANCE BEST PRACTICES MANUAL REQUIRES NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN THE COMMONWEALTH.

PA ONE CALL HAS ASSIGNED THE FOLLOWING SERIAL NOS. TO THIS PROJECT; 20251072518

COMPANY: COLUMBIA GAS TRANSMISSION

ADDRESS: 10750 WELSH RUN RD., GREENCASTLE, PA 17225

CONTACT: STEPHEN CARROLL

EMAIL: stephen_carroll@tcenergy.com

EXISTING EASEMENT

X X X X X X X EXISTING FENCE

100YR FLOODPLAIN

EXISTING HYD (EDGE OF WATERWAY??)

EXISTING PROPERTY LINE (ADJOINED)

EXISTING PROPERTY LINE

SWL EXISTING PAVE MARKINGS (SINGLE WHITE LINE)

DYL EXISTING PAVE MARKINGS (DOUBLE YELLOW LINES)

EXISTING CONTOUR (MAJOR)

EXISTING CONTOUR (MINOR)

OHE EXISTING OVERHEAD ELECTRIC

SS EXISTING SANITARY SEWER

SD EXISTING STORM DRAIN

W EXISTING WATER PIPE

EXISTING EDGE OF TREE

EXISTING WETLAND

EXISTING CONTOUR (MAJOR)350

G EXISTING NATURAL GAS PIPE

X X X X X X X NEW FENCE

NEW CONTOUR (MINOR)

NEW CONTOUR (MAJOR)350

NEW EDGE OF TREE

NEW FULL DEPTH PAVING

ROCK CONSTRUCTION ENTRANCE

LOD LIMIT OF DISTURBANCE

NEW FILTER SOCK

EROSION CONTROL BLANKET

FS-12

TS TOPSOIL STOCKPILE

INLET PROTECTIONIP

LINETYPE LEGEND

SOIL BOUNDARY

COMPANY: CONEWAGO TOWNSHIP YORK COUNTY

ADDRESS: 490 COPENHAFFER RD., YORK, PA 17404

CONTACT: JOE SMITH

EMAIL: JOESMITH@CONEWAGOTWP.COM

COMPANY: COMCAST

ADDRESS: c/o USIC LOCATING SERVICES INC.

13085 HAMILTONCROSSING BLVD., SUITE 200

CARMEL, IN 46032

CONTACT: USIC PERSONNEL

PHONE: 800-762-0592

COMPANY: PENNSYLVANIA ELECTRIC CO.

ADDRESS: 21 S MAIN ST., AKRON, OH 44308

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

COMPANY: DOVER TOWNSHIP

ADDRESS: 2480 W CANAL RD., DOVER, PA 17315

CONTACT: NATHAN STONE

EMAIL: nstone@dovertownship.org

COMPANY: VERIZON NORTH

ADDRESS: 37 W 8TH ST., WYOMING, PA 18644

CONTACT: RONALD SILINSKIE

EMAIL: RONALD.SILINSKIE@VERIZON.COM

COMPANY: TEXAS EASTERN/ENBRIDGE

ADDRESS: SUITE 400, 2601 MARKET PLACE, HARRISBURG, PA 17110

CONTACT: RYAN LUMBATIS

EMAIL: Ryan.Lumbatis@enbridge.com

COMPANY: YORK WATER COMPANY

ADDRESS: 130 E MARKET ST., YORK, PA 17401

CONTACT: JASON HEITMANN

EMAIL: jasonh@yorkwater.com

G-002

ABBREVIATIONS,

LEGENDS &

NOTES

DHS

DWS

J:\

\77

\08

-C

-G

\77

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V, LE

G/ G-

6/1 0/2

6 1

0:3 2 A

M/ St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

FINAL

CLARIFIER NO 7

OXIDATION DITCH NO. 1A

OXIDATION DITCH NO. 1B

OXIDATION DITCH NO. 2A

OXIDATION DITCH NO. 2B

OXIDATION DITCH NO. 3

OXIDATION DITCH NO. 4

UV BUILDING

STONE

BRUSH

DENSE

VEGETATION

DENSE

VEGETATION

DENSE

VEGETATION

DENSE

VEGETATION

DENSE

VEGETATION

DENSE

VEGETATION

DENSE

VEGETATION

FIELD

TREE ROW

MAC

FUEL PUMP

MAC

CONTROL

BLDG

GRAVEL

FOX RUN

MH 13

6' HIGH CHAIN LINK

CLARIFIER NO 4

CLARIFIER NO 3

GRAVITY

THICKENER

NO. 2

GRAVITY

THICKENER

NO. 1

GRA

IUS

(T-

PLAIN

LITTLE CONEWAGO CREEK

NO. 1

RAS

STRUCT.

GENERATOR

FUEL TANK

METERING

PIT NO. 1

DEWATERING

BLDG

POTABLE

WATER WELL

STORAGE

STRUCT

CHEMICAL

FEED BLDG

AEROBIC

DIGESTOR

NO. 1

AEROBIC

DIGESTOR

NO. 2

AEROBIC

DIGESTOR

NO. 3

SEPTIC

RECEIVING

STATION

BIOSOLIDS

STORAGE

STRUCTURE

CLARIFIER

NO. 5 CLARIFIER

NO. 6

SCUM

PIT

RAS

STRUCT

NO. 2

OXIDATION

DITCH INFLUENT

SPLITTER BOX

S89^28'10"E 46.89'

S64°23'12"E

272.70'

S83°07'43"W 52.91'

S2 7°

'19

.49

S00°12'33"E 179.90'

S56°57'22"W

S60°51'01"W

279.96'

1 13.20' N46°43'02"W

N52°37'38"W 34.27'

N50°49'53"W

599.73'

N50°50'06"W

43.91'

N37 °2

5'4 0"E

0.6

S52^34'20"E 5.00'

S53^34'16"W

35.06'

' B

UILD

ING SE

K L

INE

10' BUILDING SETBACK LINE

METER

PIT NO. 2

INFLUENT

PUMPING

STATION

BOLLARD OUTFALL

STRUCTURE

CHEMICAL

CONTAINMENT

& STORAGE

STRUCTURE

BOLLARDS

BOLLARD

EDGE OF

WETLAND

WETLAND MAY

EXTEND BEYOND

PROPERTY

FLOODWAY

CHRISTY L. CUTSHALL

DB 1520 PG 6608 DB 1905 PG 3709

N/F

DWAYNE E. &

DEBRA A. WHETZEL

DB 1482 PG 0696

N/F

JOSEPH P. & SANDRA E.

BRILLHART

DB 086Y PG 0997

50'ROW

TRAIN 1

CLARIFIER

INFLUENT

SPLITTER BOX

365 360

SHRUBS

SIGN

6' CHAIN LINK FENCE

L/P

BOLLARDS

L/P

FFE

364.29

FFE

360.21

SIGN

ACADAM)

CONC. WALK

OPERATIONS

BUILDING

GRASS

CONC.

6' C

HAIN

NK F

6' CHAIN LINK FENCE

MAC

ELEC. MHRIM 360.73

ELEC. MHRIM 359.78

UG/E

OX DITCH

NO. 1 & 2 INF

SPLITTER BOX

MAC

STONE

6" PVC ROOF DRAIN

(3) TYPE M INLETS

OVER EXIST 48" RCP

TOG ELEV 365.70

GARAGE

GRIT

REMOVAL

STRUCT

NO. 2

GRIT

REMOVAL

STRUCT

NO.1

#11

FLOOD

100 YR

12' W DOUBLE

SWING GATE

X X

X X X

X X X X X X X X X X X

X X

XXXX

XXXXXXXXXXXXXXXXXXXXX

X X

XXXXXX

6' C

HAIN LI

NK FE

NCE

GRINDER

VAULT

OUTFALL 002

OUTFALL 003

OUTFALL 001

100 YEAR FLOODPLAIN

STORAGE

SHED

WALKWAY

ENDWALL

3' SINGLE

SWING GATE

MH 15

MH 44A

MH 16

MH 50

SCUM PIT

25 YEAR FLOODPLAIN

SAN

J:\

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-1

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G /C

-1 01/

6/1 0/2

6 1

0:3 3 A

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-101

EXISTING

CONDITIONS

PLAN

DHS

DWS

SCALE: 1" = 40' 0 80'40'

EXISTING CONDITIONS1

NORTH

UV BUILDING

DENSE

VEGETATION

DENSE

VEGETATION

MAC

FUEL PUMP

MAC

CONTROL

BLDG

GRAVEL

FOX RUN

MH 13

GRAVITY

THICKENER

NO. 2

GRAVITY

THICKENER

NO. 1

GENERATOR

FUEL TANK

METERING

PIT NO. 1

DEWATERING

BLDG

POTABLE

WATER WELL

AEROBIC

DIGESTOR

NO. 1

AEROBIC

DIGESTOR

NO. 2

AEROBIC

DIGESTOR

NO. 3

SEPTIC

RECEIVING

STATION

BIOSOLIDS

STORAGE

STRUCTURE

CLARIFIER

NO. 5

OXIDATION

DITCH INFLUENT

SPLITTER BOX

10' BUILDING SETBACK LINE

METER

PIT NO. 2

INFLUENT

PUMPING

STATION

BOLLARD

365 360

6' CHAIN LINK FENCE

L/P

BOLLARDS

SAN. MH

RIM 366.25

INV. 359.85 (8"IN-N)

INV. 359.79 (8"OUT-S)

INV. 350.17

9.1

INV.

7.0

6 ( 6"I

N-N

INV.

6.3 4 (

UT-E

ORM M

RIM

1.5

INV.

2.6

6 (

"IN

-W

INV.

2.2 3 (

"IN

-N)

INV.

2.1 7 (

UT-S

STORM MH

RIM 361.75

INV. 349.33 (12"IN-N)

INV. 349.69 (8"IN-E)

INV. 349.69 (12"OUT-S)

ORM M

RIM

2.3

INV.

1.9

SAN. MH

RIM 361.88

INV. 356.56 (8"IN-W)

INV. 348.07 (12"IN-N)

INV. 348.24 (12"OUT-E)

GRASS

SAN

UG/E

OX DITCH

NO. 1 & 2 INF

SPLITTER BOX

STONE

GRIT

REMOVAL

STRUCT

NO. 2

GRIT

REMOVAL

STRUCT

NO.1

X X

GRINDER

VAULT

OUTFALL 002

OUTFALL 003

100 YEAR FLOODPLAIN

STORAGE

SHED

SAN

MH 15

MH 44A

MH 50

SAN

178 117

RELOCATE 8" CONEWAGO

TOWNSHIP INTERCEPTOR

TO A NEW DROP MANHOLE

ON THE 60" INTERCEPTOR

4" CONDUIT WITH SWEEP ELBOWS

FOR SAMPLER SUCTION TUBING

INSTALL 10'X12' VAULT TO HOUSE

IMPROVED FLOW METERING AND

SAMPLING SYSTEM

4" CONDUIT FOR FLOW

METER SENSOR WIRES

MCCROMETER FL1500 FLOW

LOGGER MOUNTED ON IPS WALL

4' X 4' CONCRETE PAD AT ELEV. 362.5

(APPROX. 2.5' ABOVE GRADE)

MH J01002

MH J01002A

MH J01001

EX. MH CT-1

MH CT-1A

MH 44

MH 42

25'

BID SETJ:\

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P M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-102A

NEW SEWER

YARD PIPING

PLAN

DHS

DWS

SCALE: 1" = 20' 0 20' 40'1 YARD PIPING PLAN

UV BUILDING

DENSE

VEGETATION

DENSE

VEGETATION

MAC

FUEL PUMP

MAC

CONTROL

BLDG

GRAVEL

FOX RUN

MH 13

GRAVITY

THICKENER

NO. 2

GRAVITY

THICKENER

NO. 1

GENERATOR

FUEL TANK

METERING

PIT NO. 1

DEWATERING

BLDG

POTABLE

WATER WELL

AEROBIC

DIGESTOR

NO. 1

AEROBIC

DIGESTOR

NO. 2

AEROBIC

DIGESTOR

NO. 3

SEPTIC

RECEIVING

STATION

BIOSOLIDS

STORAGE

STRUCTURE

CLARIFIER

NO. 5

OXIDATION

DITCH INFLUENT

SPLITTER BOX

10' BUILDING SETBACK LINE

METER

PIT NO. 2

INFLUENT

PUMPING

STATION

BOLLARD

365 360

6' CHAIN LINK FENCE

L/P

BOLLARDS

SAN. MH

RIM 366.25

INV. 359.85 (8"IN-N)

INV. 359.79 (8"OUT-S)

INV. 350.17

9.1

INV.

7.0

6 ( 6"I

N-N

INV.

6.3 4 (

UT-E

ORM M

RIM

1.5

INV.

2.6

6 (

"IN

-W

INV.

2.2 3 (

"IN

-N)

INV.

2.1 7 (

UT-S

STORM MH

RIM 361.75

INV. 349.33 (12"IN-N)

INV. 349.69 (8"IN-E)

INV. 349.69 (12"OUT-S)

ORM M

RIM

2.3

INV.

1.9

SAN. MH

RIM 361.88

INV. 356.56 (8"IN-W)

INV. 348.07 (12"IN-N)

INV. 348.24 (12"OUT-E)

GRASS

SAN

UG/E

OX DITCH

NO. 1 & 2 INF

SPLITTER BOX

STONE

GRIT

REMOVAL

STRUCT

NO. 2

GRIT

REMOVAL

STRUCT

NO.1

X X

GRINDER

VAULT

OUTFALL 002

OUTFALL 003

100 YEAR FLOODPLAIN

STORAGE

SHED

SAN

MH 15

MH 44A

MH 50

178 117

RELOCATE PIPE 117 (4" DRAIN FROM

SLUDGE STORAGE PAD) TO PIPE 161

(8" GRAVITY SEWER PIPE)

RELOCATE PIPE 34 (8" SUPERNATANT

DRAIN FROM DIGESTERS 2 & 3) TO PIPE 141

RELOCATE PIPE 165 (6" AEROBIC

DIGESTER DRAIN) TO MANHOLE J01001

TEST PIT

REPAIR ELECTRICAL JUNCTION BOX

ON SIDE OF CONTROL BUILDING

REGRADE ASPHALT WALKWAY TO MATCH

EXISING CONCRETE STAIRS

C-105

8"Ø STUB FOR FUTURE DRYING PAD

W/ CLEANOUT TO GRADE

C-105

TEST PIT

8"Ø SLUICE GATE W/

OFFSET FLOOR STAND (TYP.)

8"Ø MG PLUG VALVE W/

VALVE BOX TO GRADE (TYP)

J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-102B

NEW DRAIN

YARD PIPING

PLAN

DHS

DWS

SCALE: 1" = 20' 0 20' 40'1 YARD PIPING PLAN

J:\

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6 1 0:3

3 A M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-103

YARD PIPING

SCHEDULE

DHS

DWS

MH CT-1

MH CT-1A

(STD 4'Ø) MH J01002A

9.7

7.5

7.4

340 340

INV 341.97

INV 350.62

8"Ø 92' @ 2.45%

8"Ø 126.5' @ 5.39%

348 348

352 352

INV 346.74

INV 351.07

INV 353.46

356 356

INV 357.88

360 360

368 368

GRADE

0+00 1+00 2+00

HGL

AEROBIC

DIGESTER

MH J01001

340340

348 348

352 352

356 356

360 360

368 368

INV 341.97

INV 344.41

8"Ø 88' @ 1.12%

6"Ø WYE W/ 90°

ELB UP TO GRADE

FOR CLEANOUT

10'

6" 45° ELB

INV 345.60

6"Ø 45°

ELB

18'

6"Ø CLEANOUT

GRADE

0+00 1+00

HGL

INV 345.40

6"Ø 18' @ 1.12%

364EX. MH 44A

340 340

256LF 8"Ø @ 0.92%

348 348

352 352

356 356

360 360

EX. GRADE

EX. 8"Ø PIPE 161 TO

CONNECT TO NEW 4"Ø PIPE

INV = 349.68

CONNECT NEW 4"Ø PIPE TO

EX. 4"Ø DRAIN PIPE 117

19LF 4"Ø PIPE @ 12.42%

0+00 1+00 2+00 3+00

EX. MH 44

63LF 8"Ø @ 0.92%

INV = 355.95

SLUDGE

STORAGE

PAD

HGL

364EX. MH 42

340 340

323LF 12"Ø @ 2.86%

348 348

352 352

356 356

360 360

EX. GRADE

CONNECT NEW 12"Ø PIPE 34

TO EX. 12"Ø PIPE 141

INV = 355.75

46LF 12"Ø PIPE @ 0.54%

0+00 1+00 2+00 3+00 4+00

CONNECT NEW 12"Ø PIPE 34 TO

EX. 6"Ø PIPE FROM DIGESTER 2 & 3

INV = 356.0

SEE SHEET C-105 FOR CONNECTION DTLS

NEW CLEANOUT

CAP EX. PIPE AND

ABANDON IN PLACE

6"Ø WYE BEND

HGL

MH J01001

340340

348 348

352 352

356 356

360 360

INV 341.97

12"Ø 25' @ 8.40%

GRADE

0+00

HGL

")INV 344.41

8"Ø 15' @ 1.53%

EX MH 42

EX MH 44

0+50

100 148

RELOCATED CONEWAGO TOWNSHIP

INTERCEPTOR PROFILE

40 0 40HORIZ

4 0 4VERT

SCALE

2 RELOCATED PIPE 165 PROFILE

40 0 40HORIZ

4 0 4VERT

SCALE

J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-104

EXISTING PIPE

PROFILES

DHS

DWS

4 SLUDGE STORAGE PAD TO MH 44

40 0 40HORIZ

4 0 4VERT

SCALE

DIGESTERS 2 & 3 TO PIPE 34

TO PIPE 141/104

40 0 40HORIZ

4 0 4VERT

SCALE

3 MH 44 TO MH 42 TO MH J01001

40 0 40HORIZ

4 0 4VERT

SCALE

0 10' 20'SCALE: 1' = 10'-0"1 PIPE 34 CONNECTION DETAIL NO. 1

PROPOSEDEXISTING

8" SUPERNATANT

0 10' 20'SCALE: 1' = 10'-0"2 PIPE 117 CONNECTION DETAIL NO. 2

PROPOSED

117150

CAP

BIOSOLIDA

STORAGE

STRUCTURE

CUT & REMOVE

PORTION OF 4"

DI DRAIN PIPE

8"Ø SADDLE

4"Ø DI PIPE

4"Ø 22.5 ELBOW

CLEANOUT DETAIL

35'

8"Ø SADDLE

8"x8"x4" RED TEE

8"Ø DI PIPE

4"Ø DI PIPE

GRADE

RECESSED CAST IRON

CLEANOUT W/ CAP

2-8"Ø 45°BEND TO

ALIGN CONN

12"Ø CPLG

PIPE 34,

TO BE

ABANDONED

DETAIL

8"Ø TEE

8"Ø DI PIPE

GRADE

RECESSED CAST IRON

CLEANOUT W/ CAP

8"Ø CLEANOUT

12"Ø CLEANOUT

CLEANOUT

EXIST CLEANOUTS

TO BE REMOVED

PORTION OF 8"

PIPE TO BE

REMOVED

PORTION OF 8"

PIPE TO BE

REMOVED

J:\

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PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-105

PIPE

INTERCONNECT

DETAILS

DHS

DWS

12"Ø PIPE

\77

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-5

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C-

1/6 /10

/20

:38

A M/

St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

C-501

SITE

DETAILS

DHS

DWS

MIN

FIN GRADE

1'- 0"

C- C

2' (M

6" MI

SECTION B-BSECTION A-A

24"Ø

48"Ø

PLAN

PRECAST

RING

MANHOLE

STEPS AS

SPECIFIED

OUTLET

SEALED JOINTS

1" MIN

CI FRAME AND COVER

FIN GRADE

6" MIN

(TYP)

24" (edit)

4'-0" (edit)

" M

PRECAST BASE

6" SELECT STONE BASE

MANHOLE

COVER AND FRAME

INLET

REWES

S A N I T A RY

OWNER'S NAME

PLAN

COVER SECTION

PICKHOLE DETAIL

GROOVE DETAIL

FRAME SECTION

11 2"

COVER Ø = 26"1 1

/2"

2 1 /2"

3/4 "(M

CLEAR OPENING = 24"

FLANGE Ø = 36" (MIN)

MIN 1/4"> COVER Ø

COVER

THICKNESS

AT FRAME

SEAT = 1 1/2"

NOTE:

MINIMUM H-25 LOAD RATING

2" LETTERS

(RECESSED FLUSH)

(2) CLOSED PICKHOLES

(4) 1" Ø HOLE

NOT TO SCALE2

HEAVY DUTY MANHOLE

FRAME & COVER

1" (MIN) 1/2"(MIN)

NOT TO SCALE1 PRECAST CONCRETE MANHOLE

12" (MIN)

9 3 /8"

1 3/16"

A TOP

FRONT

SECTION A-A

SECTION

NOT TO SCALE3 MANHOLE STEP DETAIL

" O

1/2" Ø GRADE 50 STEEL

REINFORCEMENT

NOT TO SCALE4

CONCRETE DOGHOUSE MANHOLE

SECTION VIEW DETAIL

PVC CROSS

REMOVABLE

CAP (TYP)

2" W x 1/16" THK SS STRAPS

& SS ANCHOR BOLTS W/

3" EMBEDMENT (MAX) AT

18" SPACING (MAX)

45° PVC ELB W/SS

STRAPS & ANCHORS

SPECIFICALLY FOR 45° ELB

MANUFACTURED OR CORE DRILL OPNG.

SEAL W/PRESS SEAL GASKET, TYP

OPENING TO 60" PIPE BELOW

4'Ø PRECAST MANHOLE RISERS

AND CONE SECTIONS ABOVE

CAST IN PLACE BASE

4'Ø PRECAST MANHOLE RISERS

AND CONE SECTIONS ABOVE

CAST IN PLACE BASE

BENTONITE WATER STOP

AROUND THE PREIMETER OF ALL

PIPES CAST INTO THE STRUCTURE

EXISTING PIPE 59. 8"Ø

EXACT ELEV. UNKNOWN

NOT TO SCALE6 PERMANENT PAVING DETAIL

NOT TO SCALE5 ASPHALT WALK DETAIL

8'-0"

CLEAR

'-0

SAMPLER SUCTION STRAINER

AUTO SAMPLER

SUCTION

ALL FLOW METER WIRING TO IPS BUILDING

5'-

0" 3' SQ ALUM

ACCESS HATCH (TYP)

PRECAST CONC TOP

SLAB (TYP FOR 2)

8'-0"

CLEAR

9" PER PRECAST

DESIGN (TYP)

'-0

FLO-DAR FLOW METER

APPROX. 25"LX7"W

OPEN TOP OF PIPE APPROX.

10"W FOR THE LENGTH OF

THE PIPE IN THE VAULT

FRP LADDER WITH FALL PROTECTION AND

LADDER EXTENSION FOR OPERATOR USE

FRP LADDER WITH FALL

PROTECTION AND LADDER

EXTENSION FOR OPERATOR USE

EX. 60"Ø SANITITE PIPE

ACCESS HATCH (TYP)

INVERT: 341.84

INFLUENT

PUMPING STATION

ELEV 339.27

ELEV 332.52

SUBMERSIBLE PUMP

BARSCREEN

ELEV 344.27 @ 8 MGD

ELEV 345.23 @ 28 MGD

INVERT: 350.62

60"Ø SAN

SEWER

MH J01001

INVERT: 341.91

MH J01002

INVERT: 341.93INVERT: 341.95

MH J01002A

INVERT: 341.97

INVERT: 341.86

0+000+501+00

HGL

INVERT: 341.86

EX. GRADE

POUR BENCH IN VAULT TO

CENTERLINE OF PIPE

1'-0"

MIN.

PIPE OPENING

EX. 60"Ø SANITITE PIPE

3'- 6"

2'- 6"

1'- 6"

8- 1/2

CONCRETE ENCASEMENT

BENTONITE WATERSTOP (TYP)

3" CLEAR

(TYP)

3 - #5 CONT.

#6 DOWELS @ 6" (CENTERED IN WALL)

#5 @ 12"

#5 @ 12" EF

#6 @ 6"

BENTONITE WATERSTOP AROUND

THE PERIMETER OF EX. 60" PIPE

4" MIN. CRUSHED STONE BASE

MANHOLE

ACCESS STEPS

ACCESS HATCH (TYP)

INVERT: 341.91

(FIELD VERIFY TYP)

INVERT: 341.87

FLO-DAR NON CONTACT A/V SENSOR

MOUNTED ABOVE CROWN OF PIPE

PER MANUFACTURER'S REQUIREMENTS

4" PVC CONDUIT FOR SAMPLE

TUBING CASING TO SAMPLER

1" FLEXIBLE HDPE SAMPLE

TUBING TO SAMPLER

EX. 60"Ø SANITITE PIPE

10'-0"

12" C.I.P. CONCRETE

WALL SECTION

PROVIDE (3) #5 CONT.

IN UPPER SECTION OF

WALL ABOVE PIPE

#6 VERT. (TYP)

PROVIDE (3) #6 EA

SIDE OF OPENING

CONCRETE ENCASEMENT

SEE SECTION B FOR

REINFORCING

#5 @ 12" HORIZ. (TYP)

BID SET

J:\

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/10 /20

M/ St ro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

SCALE: 1 NO SCALE

METER VAULT PLAN

C-502

METER VAULT

DETAILS

DHS

DWS

SCALE: 2 NO SCALE

METER VAULT TOP OF SLAB

SCALE: A METER VAULT PROFILE

SCALE: 3 NO SCALE

METER VAULT SECTION

40 0 40HORIZ

4 0 4VERT

SCALE

. S

SCALE: B NO SCALE

METER VAULT SECTION

OXIDATION DITCH NO. 1A

OXIDATION DITCH NO. 1B

OXIDATION DITCH NO. 2A

OXIDATION DITCH NO. 2B

UV BUILDING

STONE

DENSE

VEGETATION

DENSE

VEGETATION

DENSE

VEGETATION

BARN

E W

GRAVEL

TREE ROW

MAC

FUEL PUMP

CONTROL

BLDG

GRAVEL

FOX RUN

6' HIGH CHAIN LINK

CLARIFIER NO 4

CLARIFIER NO 3

GRAVITY

THICKENER

NO. 2

GRAVITY

THICKENER

NO. 1

D (T

-9

NO. 1

RAS

STRUCT.

GENERATOR

FUEL TANK

METERING

PIT NO. 1

DEWATERING

BLDG

POTABLE

WATER WELL

STORAGE

STRUCT

CHEMICAL

FEED BLDG

AEROBIC

DIGESTOR

NO. 1

AEROBIC

DIGESTOR

NO. 2

AEROBIC

DIGESTOR

NO. 3

SEPTIC

RECEIVING

STATION

BIOSOLIDS

STORAGE

STRUCTURE

OXIDATION

DITCH INFLUENT

SPLITTER BOX

' B

10' BUILDING SETBACK LINE

METER

PIT NO. 2

INFLUENT

PUMPING

STATION

CHEMICAL

CONTAINMENT

& STORAGE

STRUCTURE

BOLLARD

EDGE OF

WETLAND

SD SD

50'

ROW

VARIES 19'-22'

CARTWAY

TRAIN 1

CLARIFIER

INFLUENT

SPLITTER BOX

5 38 0 37

18" PVC

INV. 368.74

SIGN

INV. 366.46

6' CHAIN LINK FENCE

BOLLARDS

FFE

364.29

FFE

360.21

SIGN

M H

"IN

-W

(8 "O

-E

M H

"IN

-N

"IN

-W

(1 0"

-W

"IN

-E

(8 "O

-S

DI TG

-E

(4 8"

T-

18" CPP

SAN. M

RIM 366.25

INV. 359.85 (8"IN

-N)

INV. 359.79 (8"OUT-S)

INV. 350.17

DI TG

"IN

-N

T- E)

M M

-W

(2 4"

-N

T- S)

STORM MH

RIM 361.75

INV. 349.33 (12"IN-N)

INV. 349.69 (8"IN-E)

INV. 349.69 (12"OUT-S)

M M

SAN. MH

RIM 361.88

INV. 356.56 (8"IN-W)INV. 348.07 (12"IN-N)INV. 348.24 (12"OUT-E)

CONC. WALK

OPERATIONS

BUILDING

GRASS

GRASS FP

6' CHAIN LINK FENCE

MAC

DI TG

" I N)

(1 8"

DI TG

-S

(4 8"

-N

M M

-E

(2 4"

-S

4" O

-W

DI TG

4" O

-S

18" CPP

M M

-E

(8 " I

N- S)

(1 2"

-W

DI TG

4" O

-W

SAN

UG/E

OX DITCH

NO. 1 & 2 INF

SPLITTER BOX

MAC

STONE

6" PVC ROOF DRAIN

(3) TYPE M INLETS

OVER EXIST 48" R

TOG ELEV 365.70

GARAGE

GRIT

REMOVAL

STRUCT

NO. 2

GRIT

REMOVAL

STRUCT

NO.1

#11

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X

X X

GRINDER

VAULT

OUTFALL 002 OUTFALL 003

0 Y

EAR FL

OODPLA

STORAGE

SHED

SAN

SCUM PIT

25 YEAR FLOODPLAIN

SAN SAN

FS-12

-1

G G

RELOCATE 8" CONEWAGO

TOWNSHIP INTERCEPTOR

TO A NEW DROP MANHOLE

ON THE 60" INTERCEPTOR

EX STRUCTURE - (1)

E L:

EX. M

H CT-1

MH CT-1A

-1

12" COMPOST

FILTER SOCK (TYP.)

LODLOD

LOD

LOD LOD

LOD

-1

LOD

LAYDOWN AREA

LOD

J:\

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G /C

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6/1 0/2

6 4

:11 P

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

CE101

EROSION &

SEDIMENT

CONTROL PLAN

DHS

DWS

SCALE: 1" = 30' 0 30' 60'1 E&S PLAN

\77

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E &S

G /C

E5 01/

6/1 0/2

6 1

2:3 7 P

M/S tro us e, Do re en

PROJECT NO:

CHECKED BY:

ISSUED DATE:

SHEET NO:

DRAWN BY:

SHEET TITLE:

77498-00

W W

1 G

, P

A, DO

P, C

P, Y

L R

R, P

A, 06/2026

/11 /20

CE501

EROSION &

SEDIMENT

CONTROL

DETAILS

DHS

DWS

NOTES:

1. SOCK FABRIC SHALL MEET STANDARDS OF TABLE 4.1 OF THE PA DEP EROSION CONTROL MANUAL.

COMPOST SHALL MEET THE STANDARDS OF TABLE 4.2 OF THE PA DEP EROSION CONTROL MANUAL.

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

SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER

ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED

FOR THE SIZE OF THE SOCK AND THE SLOPE OF ITS TRIBUTARY AREA

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

4. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 12 THE ABOVE GROUND HEIGHT

OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

5. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT OF 0.25

INCHES OR GREATER. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S

SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION.

6. BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS;

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED

ACCORDING TO MANUFACTURER’S RECOMMENDATIONS.

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

SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH

SHALL BE CUT OPEN AND THE MULCH SPREAD AS A SOIL SUPPLEMENT.

DISTURBED AREA

UNDISTURBED AREA

SECTION

2"x2" WOODEN STAKES

PLACED 10'-0" ON CENTERCOMPOST FILTER SOCK

BLOWN/PLACED FILTER MEDIA

EXISTING

CONTOURS

2"x2" WOODEN STAKES

PLACED 10'-0" ON CENTER

COMPOST

FILTER SOCK

PLAN VIEW

MATERIAL TYPE 3 mil HDPE 5 mil HDPE 5 mil HDPE

MULTI-FILAMENT

POLYPROPYLENE

(MFPP)

HEAVY DUTY

MULTI-FILAMENT

POLYPROPYLENE

(HDMFPP)

MATERIAL

CHARACTERISTICS

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

BIO-

DEGRADABLE

PHOTO-

DEGRADABLE

PHOTO-

DEGRADABLE

SOCK

DIAMETERS

12" 18"

12" 18" 24" 32"

MESH OPENING 3/8" 3/8" 3/8" 3/8" 1/8"

TENSILE

STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI

ULTRAVIOLET

STABILITY %

ORIGINAL

STRENGTH

(ASTM G-155)

23% @

1,000 HR

23% @

1,000 HR

100% @

1,000 HR

100% @

1,000 HR

MINIMUM

FUNCTIONALITY

LONGEVITY

6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS

TABLE 4.1

COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

TWO-PLY SYSTEMS

INNER CONTAINMENT NETTING

OUTER FILTRATION MESH

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

FUSION-WELDED JUNCTURES

CONTINOUSLY WOUND

HDPE BIAXIAL NET

3/16" MAX APERTURE SIZE

COMPOSITE POLYPROPYLENE FABRIC

(WOVEN LAYER AND NON-WOVEN FLEECE

MECHANICALLY FUSED VIA NEEDLE PUNCH)

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

NOTES:

1. COMPOST SHOULD BE WELL DECOMPOSED, WEED-FREE ORGANIC MATTER DERIVED FROM AGRICULTURE, FOOD, STUMP GRINDINGS, AND YARD OR WOOD/BARK ORGANIC MATTER SOURCES. THE COMPOST SHOULD BE AEROBICALLY COMPOSTED. THE COMPOST SHOULD POSSESS NO OBJECTIONABLE ODORS AND SHOULD BE REASONABLY FREE (<1% BY DRY WEIGHT) OF MAN-MADE FOREIGN MATTER. THE COMPOST PRODUCT SHOULD NOT RESEMBLE RAW MATERIAL FROM WHICH IT WAS DERIVED. WOOD AND BARK CHIPS, GROUND CONSTRUCTION DEBRIS OR REPROCESSED WOOD PRODUCTS ARE NOT ACCEPTABLE AS THE ORGANIC

COMPONENT OF THE MIX.

2. THE PHYSICAL PARAMETERS OF THE COMPOST SHOULD COMPLY WITH THE STANDARDS IN TABLE 4.2. THE STANDARDS CONTAINED

IN THE PENNDOT PUBLICATION 408 ARE AN ACCEPTABLE ALTERNATIVE.

TABLE 4.2

COMPOST STANDARDS

25% - 100% (DRY WEIGHT BASIS)ORGANIC MATTER CONTENT

ORGANIC PORTION

MOISTURE CONTENT

PARTICLE SIZE

SOLUBLE SALT CONCENTRATION

FIBROUS & ELONGATED

5.5 - 8.5

30% - 60%

5.0 dS/m (mmhos/cm) MAXIMUM

30%-50% THROUGH 3 8" SIEVE

DISTURBED AREA

UNDISTURBED AREA

OW FLOW

SCALE: 1 SCALE

COMPOST FILTER SOCK

Sheets and Views

G-001

File details come from the government source that posted it. Updated Jun 17, 2026.