2-Springfield Plans 06-15-2026.pdf

PDF 5 MB Posted Jul 31, 2026

Attached to: Equipment Storage Building
Solicitation number: Not on record
Issued by: Indiana County, Pennsylvania

About this file

Written by GovTribe AI · Aug 3, 2026

Summary

This is a preliminary/final land development plan prepared by CES Engineering, LLC for Springfield Township Equipment Storage Building located at 22689 Wible Reunion Road, Three Springs, Pennsylvania 17264, in Huntingdon County. The project involves the construction of a new equipment storage building on a 2.12-acre municipal property with a total disturbed area of 0.30 acres. Work scope includes site excavation, cast-in-place concrete foundations, rough carpentry, shop-fabricated wood trusses, vapor retarders, metal exterior siding, metal screw-down roofing, hollow metal man doors with hardware, and electrical installation. The project includes construction of a 16-foot by 16-foot concrete ADA parking pad with van-accessible signage, a 5-foot concrete apron, gravel driveway extensions, and erosion and sediment control measures. Sealed bids are due Monday, August 17, 2026, at 7:00 p.m. at the Township building. A non-mandatory pre-bid meeting is scheduled for Friday, August 7, 2026, at 11:00 a.m. Bidding documents are available at no cost through the PennBid program. The site discharges to Aughwick Creek, classified as a Trout Stock Fishery and Migratory Fishery under Pennsylvania Chapter 93.

Prospective bidders must submit questions regarding bidding documents through PennBid's messaging feature no later than five days prior to the bid deadline or contact the engineer, CES Engineering, LLC at (814) 644-6621 or lzeger@ces-engr.com. Each bid submission must include a certified check, bank draft, or satisfactory bid bond in the amount of ten percent of the total bid payable to Springfield Township. Bidders must submit the completed Non-Collusion Affidavit with their bids. Liquidated damages are assessed at $500.00 per calendar day. All contractors and subcontractors must comply with Pennsylvania Act 127 of 2012 requiring e-Verify verification of employment eligibility for all employees. Proposals must be submitted on forms furnished by the municipality. The site location is recorded in Deed Book 178, Page 682 of Huntingdon County records, with existing utilities including Pennsylvania Electric Co. (PENELEC), Verizon, Valley Rural Electric, and BrightSpeed identified for coordination prior to excavation.

View the file

Other files

File	Type	Posted
2-Springfield Twp - Revised Plan Set - (08-11-2026).pdf	PDF	Sep 28, 2026
1-Springfiled Storage Bldg Specs.pdf	PDF	Sep 28, 2026
3-Springfiled Storage Bldg Specs.pdf	PDF	Jul 31, 2026
1-Springfield Township - Equipment Storage Bldg. - Final Plan Set (06-09-2026).pdf	PDF	Jul 31, 2026

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

ABBREVIATIONS

LIGHT POLE

LINEAR FOOT

MANHOLE

MANUFACTURER

MATERIAL

MAXIMUM

MECHANICAL

MILES PER HOUR

MINIMUM

NOT TO SCALE

NUMBER

ON CENTER

OUTSIDE DIAMETER

OVERHEAD DOOR

PAINTED

PLAIN CEMENT

PUBLICATION

POWER POLE

PROPERTY LINE

POUNDS PER CUBIC FOOT

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POLYVINYLCHLORIDE

RADIUS

REINFORCED

REINFORCED CEMENT CONCRETE PIPE

RIGHT-OF-WAY

SCHEDULE

SECTION

SEGMENT

SHEET

SPECIFICATIONS

SQUARE FOOT

STANDARD

STATION

STEEL

TREATED

TYPICAL

WELDED WIRE FABRIC

WOOD

AFF

C/C C.J.

CONC

CMU

CONST

CMP

DTL

DIA

DIM

DWG

E.W.

EOB

EOP

ELEC.

EMH

ELEV

EXP

EXT

F.F.

FTG

GPM

HGT

HDPE

HORIZ

INC

INV

INSUL

INT

ABOVE FINISH FLOOR

CENTER TO CENTER

CONTROL JOINT

CENTER LINE

CLEAR

COMPANY

CONCRETE

CONCRETE MASONRY UNIT

CONSTRUCTION

CORRUGATED METAL PIPE

DETAIL

DIAMETER

DIMENSION

DRAWING

EACH WAY

EDGE OF BERM

EDGE OF PAVEMENT

ELECTRIC

ELECTRIC METER

ELECTRIC MANHOLE

ELEVATION

EQUAL

EXISTING

EXPANSION JOINT

EXTERIOR

FINISH FLOOR

FLOOR

FOOT

FOOTING

GAS METER

GALLONS PER MINUTE

GAUGE

HEIGHT

HIGH DENSITY POLYETHYLENE PIPE

HIGH POINT

HORIZONTAL

INCORPORATED

INVERT

INSULATION

INTERIOR

JOINT

MFG.

MTL.

MAX

MECH

MPH

MIN

N.T.S.

NO.

O.C.

O.H.D.

PUB

PCF

PLF

PSF

PVC

REIN

RCP

R/W

SCH

SEC

SEG

SHT

SPECS

STD

STA

STL

TRT'D

TYP

WWF

COVER SHEET

EXISTING SITE PLAN

PROPOSED SITE PLAN

EROSION AND SEDIMENT CONTROL DETAILS

EROSION AND SEDIMENT CONTROL NOTES

DRAWING INDEX

CONTACT PERSON

C1 C2 C3 C4 C5

SCALE: 1"=1,000'

DIAL 811

SERIAL NO.

2026-0552281

UTILITY COMPANIES

PRELIMINARY/ FINAL

LAND DEVELOPMENT PLAN

SPRINGFIELD TOWNSHIP

EQUIPMENT STORAGE BUILDING

LOCATION MAP (USGS HUNTINGDON QUAD)

GENERAL NOTES

1. THE NATIONAL WETLANDS INVENTORY MAP FOR THIS AREA DOES NOT ILLUSTRATE

ANY PORTION OF THE IMPROVEMENTS BEING LOCATED IN WETLANDS.

2. THE TOPOGRAPHY SHOWN HEREON IS BASED UPON LIDAR MAPPING AVAILABLE

FROM PASDA AND CES SURVEY. DATUM USED IS NAD83. PROPERTY LINE

INFORMATION WAS PROVIDED BY DEED PLOT AND CES SURVEY.

Springfield Township being duly affirmed, according to law, depose that we are the owner of the lands shown hereon being considered for Preliminary/ Final Land Development Approval and acknowledge the proposed development shown on these depicted plans and authorize recording of these said plans.

Name Title Date

Affidavit:

Commonwealth of Pennsylvania:} SS:

County of ___________________:}

Affirm and subscribed to me this ___________________ day of ____________________, 2026

Notary Public

CES ENGINEERING, LLC

E S

- Putting ;17 First -

/E%QnnGNNsDurg� P# �� -�� *untingFQn� P# # F7.. 5'48+%' '0)+0''4+0)� .#0& 5748';+0) $7+.&+0) &'5+)0 F+4/

PENNSYLVANIA ELECTRIC CO. (PENELEC) (814) 949-4668

VERIZON (814) 946-5857

VALLEY RURAL ELECTRIC (814) 599-3631

BRIGHT SPEED (833) 692-7773

AutoCAD SHX Text EMAIL: lzeger@ces-engr.com

AutoCAD SHX Text

7910 SUNRISE CAMP ROAD

AutoCAD SHX Text

LEE S. ZEGER III, P.E.

AutoCAD SHX Text

HUNTINGDON, PA 16652

AutoCAD SHX Text

PHONE: (814) 644-6621

AutoCAD SHX Text

REVISIONS

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PREPARED BY:

AutoCAD SHX Text

SHEET C1 OF 5

AutoCAD SHX Text LEE S. ZEGER III, P.E. 7910 SUNRISE CAMP ROAD HUNTINGDON, PA 16652 (814) 644-6621

AutoCAD SHX Text

SITE

AutoCAD SHX Text

22689 WIBLE REUNION ROAD

AutoCAD SHX Text

SPRINGFIELD TOWNSHIP

AutoCAD SHX Text

THREE SPRINGS, PA 17264

AutoCAD SHX Text

PHONE: (814) 448-2100

AutoCAD SHX Text

OWNER:

AutoCAD SHX Text Y

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text O

AutoCAD SHX Text B

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text S

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text Y

AutoCAD SHX Text

DIAL 811

AutoCAD SHX Text A

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text D

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text S

AutoCAD SHX Text PA ACT 287 (1974) AS AMENDED BY PA ACT 121 (2008) REQUIRES NO LESS THAN THREE WORKING DAYS AND NO MORE THAN 10 WORKING DAYS NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL, BLAST OR DEMOLISH.

AutoCAD SHX Text

FEBRUARY 24, 2026

AutoCAD SHX Text

FOR SITUATED IN SPRINGFIELD TOWNSHIP, HUNTINGDON COUNTY, PENNSYLVANIA

AutoCAD SHX Text

OWNERS CERTIFICATION:

AutoCAD SHX Text

SITE:

AutoCAD SHX Text This preliminary/final plan has been approved by the Springfield Township Board of Supervisors on ___________________ 20__. Chairman_________________________ Secretary_________________________

AutoCAD SHX Text HUNTINGDON COUNTY PLANNING COMMISSION'S REVIEW CERTIFICATE The Huntingdon County Planning Commission reviewed this plan on ________________ 20__, as required by the Pennsylvania Municipalities planning code, Act 247 of 1968, as amended. A copy of the review is on file at the office of the Huntingdon County Planning Commission. The Commission does not represent or guarantee that this plan complies with the various ordinances, rules, regulations or laws of the Local Municipality, the Commonwealth, or the Federal Government. __________________ _____________________ Plan Tracking Number Chairman or designated Chairman or designated representative

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

HUNTINGDON COUNTY RECORDER OF DEEDS

AutoCAD SHX Text

22689 WIBLE REUNION ROAD

AutoCAD SHX Text

SPRINGFIELD TOWNSHIP

AutoCAD SHX Text

THREE SPRINGS, PA 17264

7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

SITE PLAN

FOR NEW EQUIPMENT STORAGE BUILDING

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

CES ENGINEERING, LLC

E S

- Putting ;17 First -

/E%QnnGNNsDurg� P# �� -�� *untingFQn� P# # F7.. 5'48+%' '0)+0''4+0)� .#0& 5748';+0) $7+.&+0) &'5+)0 F+4/

AutoCAD SHX Text

33' RIGHT-OF-WAY

AutoCAD SHX Text N33° 13' 18"E

AutoCAD SHX Text 374.15

AutoCAD SHX Text S14° 05' 08"E

AutoCAD SHX Text 220.46

AutoCAD SHX Text S26° 06' 48"E

AutoCAD SHX Text 231.55

AutoCAD SHX Text S36° 22' 15"E

AutoCAD SHX Text 136.95

AutoCAD SHX Text S42° 50' 55"W

AutoCAD SHX Text 69.95

AutoCAD SHX Text N48° 03' 52"W

AutoCAD SHX Text 67.01

AutoCAD SHX Text N56° 46' 42"W

AutoCAD SHX Text 411.63

AutoCAD SHX Text

AutoCAD SHX Text 2.17'

AutoCAD SHX Text W

AutoCAD SHX Text

14' PAVED CARTWAY

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text 1"=2,000'

AutoCAD SHX Text GENERAL NOTES: 1. THE PURPOSE OF THIS PLAN IS TO DEPICT THE EXISTING CONDITIONS AND THE THE PURPOSE OF THIS PLAN IS TO DEPICT THE EXISTING CONDITIONS AND THE PROPOSED IMPROVEMENTS TO THE LANDS HEREON OF SPRINGFIELD TOWNSHIP OF DB 178 PG 682 AS RECORDED AMONG THE LAND RECORDS OF HUNTINGDON COUNTY, PA. 2. THE NATIONAL WETLANDS INVENTORY MAPPING DOES NOT INDICATE THE THE NATIONAL WETLANDS INVENTORY MAPPING DOES NOT INDICATE THE PRESENCE OF OF WETLANDS ON THE SITE AND NONE WERE OBSERVED BY CES. 3. THIS PLAN DOES NOT CONSTITUTE A BOUNDARY RETRACEMENT OR PROPERTY THIS PLAN DOES NOT CONSTITUTE A BOUNDARY RETRACEMENT OR PROPERTY LINE SURVEY. THE LANDS HEREON ARE SHOWN FROM DEEDS & DOCUMENTS OF RECORD. 4. A 2' CONTOUR INTERVAL IS SHOWN HEREON, AS DOWNLOADED FROM A 2' CONTOUR INTERVAL IS SHOWN HEREON, AS DOWNLOADED FROM PENNSYLVANIA SPATIAL DATA ACCESS (PASDA).

AutoCAD SHX Text

DEED BOOK 178 PAGE 682

AutoCAD SHX Text 1"=30'

AutoCAD SHX Text

EX. GRAVEL

AutoCAD SHX Text

EX. BUILDING #22689

AutoCAD SHX Text

WIBLE REUNION ROAD (T-324)

AutoCAD SHX Text

EX. SHED

AutoCAD SHX Text

SITE

AutoCAD SHX Text

IRF

AutoCAD SHX Text

STONE (FND)

AutoCAD SHX Text

IRF

AutoCAD SHX Text

STONE (FND)

AutoCAD SHX Text

EX. SEPTIC RISER

AutoCAD SHX Text R/W

AutoCAD SHX Text SETBACK LINES AS SHOWN ON PINE RIDGE ACRES SUBDIVISION RECORDED AT PLAN BOOK 5 PAGE 109 AND DEFINED IN MISC. BOOK 117 PAGE 631: 40' FROM ALL ROAD RIGHT-OF-WAYS 25' FROM PROPERTY LINES

AutoCAD SHX Text

25' MBSL

AutoCAD SHX Text

25' MBSL

AutoCAD SHX Text

40' MBSL

AutoCAD SHX Text

EX. WELL

AutoCAD SHX Text

EX. HANDICAP SIGN

AutoCAD SHX Text

EX. FROST-FREE HYDRANT

AutoCAD SHX Text

45-07A-27 SPRINGFIELD TOWNSHIP DB 178 PG 682

AutoCAD SHX Text

45-07A-20 N/F LAWRENCE A. & DEBORAH S. SANTUCCI DB 683 PG 495

AutoCAD SHX Text

45-07-34 N/F TONYA SWOPE DB 2024 PG 2979

AutoCAD SHX Text

45-07A-26 ANTHONY G. RICCI ET AL. DB 177 PG 211

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text 13089.04.01

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISION:

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PREPARED FOR:

AutoCAD SHX Text

LSZ

AutoCAD SHX Text 2/24/26

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

OF:

AutoCAD SHX Text

AutoCAD SHX Text Springfield Site Plan.dwg 5/19/2026 9:25:14 AM 5/19/2026 9:25:14 AM 5/19/2026 9:25:14 AM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text LEGEND: EXISTING MINOR CONTOURS MAJOR CONTOURS SANITARY SEWER WATER LINE BUILDING OVERHEAD ELECTRIC PROPERTY LINE RIGHT-OF-WAY SETBACK LINE GEOLOGY SOILS TREELINE POWER POLE GUY WIRE CONTROL POINT LIMIT OF DISTURBANCE

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

IRS

AutoCAD SHX Text

KEY:

AutoCAD SHX Text

=IRON ROD SET (5/8" REBAR)

AutoCAD SHX Text

IRF =IRON ROD FOUND

AutoCAD SHX Text

MNS =MAG NAIL SET

AutoCAD SHX Text

PT =POINT ONLY

AutoCAD SHX Text

D =DEED DESCRIPTION

AutoCAD SHX Text

EXISTING SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

LIMIT OF DISTURBANCE 0.30 ACRES

HANDICAP STALL MARKING

PARKING STRIPE & HANDICAP

PARKING DETAIL

HANDICAP SIGN DETAIL

7910 Sunrise Camp Road, Huntingdon, PA 16652

(814) 644-6621 lzeger@ces-engr.com

SITE PLAN

FOR NEW EQUIPMENT STORAGE BUILDING

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

CES ENGINEERING, LLC

E S

- Putting ;17 First -

/E%QnnGNNsDurg� P# �� -�� *untingFQn� P# # F7.. 5'48+%' '0)+0''4+0)� .#0& 5748';+0) $7+.&+0) &'5+)0 F+4/

CONCRETE APRON

NOT TO SCALE

DRIVEWAY GRAVEL

SECTION

NOT TO SCALE

AutoCAD SHX Text 40.25'

AutoCAD SHX Text 5'

AutoCAD SHX Text 73.75'

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text

DEED BOOK 178 PAGE 682

AutoCAD SHX Text 18"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

20'-0" TYP.

AutoCAD SHX Text 2%

AutoCAD SHX Text

MAX

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6'-6"

AutoCAD SHX Text 5'-6"

AutoCAD SHX Text

(CENTERED IN STALL)

AutoCAD SHX Text NOTES: 1. ALL LINES TO BE MIN. 3' WIDE FIELD ROYAL BLUE BORDER & SYMBOL WHITE. 2. PROVIDE TWO COATS OF PAINT DRY BETWEEN COATS. 3. LOCATE SYMBOL AT CENTER OF STALL WHERE SHOWN ON SITE PLAN. 4. HANDICAP SYMBOL TO COMPLY WITH CURRENT HANDICAP REQUIREMENTS OF LOCAL PUBLIC AGENCY ETC.

AutoCAD SHX Text 8' X 8'

AutoCAD SHX Text

PAINT WHITE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text VISIBLE SIGN MOUNTED 5'-0" ABOVE GRADE TO THE CENTERLINE OF THE STALL. SIGN TO INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND "VAN ACCESSIBLE" SPACE SIGN MOUNTED BELOW ON SAME POST.

AutoCAD SHX Text

NO PARKING LINES 3" WIDE/WHITE PAINTED STRIPES

AutoCAD SHX Text

4" WIDE PAINTED BLUE STRIPES (2 COATS)

AutoCAD SHX Text

SEE ABOVE DETAIL

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

RESERVED

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

FINISHED

AutoCAD SHX Text

GRADE

AutoCAD SHX Text

5'-0" MIN.

AutoCAD SHX Text

VAN

AutoCAD SHX Text

ACCESSIBLE

AutoCAD SHX Text 6"

AutoCAD SHX Text

GREEN (NON-REFLECTORIZED)

AutoCAD SHX Text

WHITE (NON-REFLECTORIZED)

AutoCAD SHX Text

BLUE (NON-REFLECTORIZED)

AutoCAD SHX Text

P.D.T. SIGN R7-8

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

MOUNT SIGN TO EXISTING STRUCTURE

AutoCAD SHX Text 1"=10'

AutoCAD SHX Text

EX. GRAVEL

AutoCAD SHX Text

EX. BUILDING #22689

AutoCAD SHX Text

WIBLE REUNION ROAD (T-324)

AutoCAD SHX Text

EX. SHED

AutoCAD SHX Text

AutoCAD SHX Text R/W

AutoCAD SHX Text

25' MBSL

AutoCAD SHX Text

40' MBSL

AutoCAD SHX Text

45-07A-27 SPRINGFIELD TOWNSHIP DB 178 PG 682

AutoCAD SHX Text

45-07-34 N/F TONYA SWOPE DB 2024 PG 2979

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text 13089.04.01

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISION:

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PREPARED FOR:

AutoCAD SHX Text

LSZ

AutoCAD SHX Text 2/24/26

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

OF:

AutoCAD SHX Text

AutoCAD SHX Text Springfield Site Plan.dwg 6/15/2026 11:42:30 AM 6/15/2026 11:42:30 AM 6/15/2026 11:42:30 AM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

PROPOSED EQUIPMENT STORAGE SHED FFE 874.15

AutoCAD SHX Text

EXTEND GRAVEL AREA TO CONC. TYP.

AutoCAD SHX Text 16'x16' CONC. ADA PARKING PAD

AutoCAD SHX Text

ADA VAN ACCESSIBLE PARKING SIGN

AutoCAD SHX Text

NO PARKING SIGN

AutoCAD SHX Text

5' CONC. APRON

AutoCAD SHX Text

AutoCAD SHX Text LEGEND: EXISTING MINOR CONTOURS MAJOR CONTOURS SANITARY SEWER WATER LINE FENCE BUILDING OVERHEAD ELECTRIC PROPERTY LINE RIGHT-OF-WAY SETBACK LINE GEOLOGY SOILS TREELINE 100-YR FLOODWAY POWER POLE GUY WIRE CONTROL POINT

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text PROPOSED LIMIT OF DISTURBANCE BUILDINGS MAJOR CONTOURS MINOR CONTOURS UNDERGROUND ELECTRIC CONCRETE SIDEWALK GRAVEL DRIVEWAYS

AutoCAD SHX Text

IRS

AutoCAD SHX Text

KEY:

AutoCAD SHX Text

=IRON ROD SET (5/8" REBAR)

AutoCAD SHX Text

IRF =IRON ROD FOUND

AutoCAD SHX Text

MNS =MAG NAIL SET

AutoCAD SHX Text

PT =POINT ONLY

AutoCAD SHX Text

D =DEED DESCRIPTION

AutoCAD SHX Text

COMPACTED SUBGRADE

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 1/8"

AutoCAD SHX Text 1/4"R

AutoCAD SHX Text

6" CONCRETE (3,500 PSI)

AutoCAD SHX Text 2"

AutoCAD SHX Text

HAND TOOLED CONTROL

AutoCAD SHX Text

JOINT 5' O.C., 1" DEEP

AutoCAD SHX Text POURED CONCRETE SIDEWALK WITH 6"x6" - W2.1 x W2.1 W.W.M. AND NON-SLIP BROOM FINISH 5'-0" MINIMUM WIDTH OR AS NOTED ON PLAN

AutoCAD SHX Text EXPANSION JOINT MAX 20' O.C. (OR AS OTHERWISE NOTED ON SITE PLAN). POLYURETHANE JOINT FILLER 1/4 " BELOW TOP OF SIDEWALK

AutoCAD SHX Text

NOTE: MINIMUM CROSS SLOPE 1/4"/FT. OR AS NOTED ON THE SITE PLAN.

AutoCAD SHX Text

6" - PADOT 2A CRUSHED AGGREGATE BASE COURSE

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text

PROPOSED SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

2A MODIFIED, 4.0" DEPTH

AutoCAD SHX Text

ROLLED AND COMPACTED

AutoCAD SHX Text

COMPACTED EARTH SUBGRADE

AutoCAD SHX Text

AASHTO #8, 1.0" DEPTH

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

AutoCAD SHX Text C3

AutoCAD SHX Text

LIMIT OF DISTURBANCE 0.30 ACRES

AutoCAD SHX Text SILT SOCK # LOCATION % SLOPE LENGTH SIZE LOCATION % SLOPE LENGTH SIZE % SLOPE LENGTH SIZE LENGTH SIZE SIZE FS-1 DOWNGRADE OF TOPSOIL PILE 50 13' 12" DOWNGRADE OF TOPSOIL PILE 50 13' 12" 50 13' 12" 13' 12" 13' 12" 12" FS-2 DOWNGRADE OF PARKING 1 130' 12" DOWNGRADE OF PARKING 1 130' 12" 1 130' 12" 130' 12" 12"

AutoCAD SHX Text

COMPOST SILT SOCK

AutoCAD SHX Text

TOPSOIL PILE

AutoCAD SHX Text

CONC. WASHOUT AREA

AutoCAD SHX Text

FS-1

AutoCAD SHX Text

FS-2

AutoCAD SHX Text

FS-2

AutoCAD SHX Text

FS-2

AutoCAD SHX Text

FS-2

AutoCAD SHX Text SITE PLAN NOTES: 1. THE SITE LOCATION IS: OWNER: SPRINGFIELD TOWNSHIP 22689 WIBLE REUNION ROAD THREE SPRINGS, PA 17264 2. THE EXISTING USE IS A MUNICIPAL BUILDING THE EXISTING USE IS A MUNICIPAL BUILDING THE PROPOSED USE WILL REMAIN AS A MUNICIPAL BUILDING. 3. THE TOTAL SUBJECT PROPERTY HAS TOTAL OF 2.12 THE TOTAL SUBJECT PROPERTY HAS TOTAL OF 2.12 ACRES. 4. TOTAL DISTURBED AREA IS 0.30 ACRES TOTAL DISTURBED AREA IS 0.30 ACRES 5. THE SITE DISCHARGES TO AUGHWICK CREEK THAT IS THE SITE DISCHARGES TO AUGHWICK CREEK THAT IS AUGHWICK CREEK THAT IS AUGHWICK CREEK THAT IS CLASSIFIED BY PA CHAPTER 93 AS A TROUT STOCK FISHERY (TSF) & MIGRATORY FISHERY (MF). 6. NO SITE LIGHTING IS PROPOSED.NO SITE LIGHTING IS PROPOSED.

AutoCAD SHX Text CONSTRUCTION NOTES: 1. ALL PIPE SHALL HAVE 12" MIN. COVER & BE WATER TIGHT. 2. ALL SLOPES 3:1 AND GREATER MUST HAVE STRAW MATTING INSTALLED. MATTING SHALL BE EroNet S75 OR EQUAL. 3. ALL PIPES SHALL BE HDPE SMOOTH BORE 4. ALL DISTURBED GRASS AREAS SHALL HAVE 6" MINIMUM DEPTH UNCOMPACTED TOPSOIL. 5. UPON TEMPORARY CESSATION OF AN EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY WHERE CESSATION OF EARTH DISTURBANCE ACTIVITIES WILL EXCEED 4 DAYS, THE SITE SHALL BE IMMEDIATELY SEEDED, MULCHED, OR OTHERWISE PROTECTED FROM ACCELERATED EROSION AND SEDIMENTATION PENDING FUTURE EARTH DISTURBANCE ACTIVITIES. 6. THE SURFACE TREATMENT FOR THE GRAVEL SHALL BE DUST FREE.

3" SCH. 80 CONDUIT FOR NEW ELECTRIC SERVICE

lzeger@ces-engr.com

SITE PLAN

FOR NEW EQUIPMENT STORAGE BUILDING

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

CES ENGINEERING, LLC

E S

- Putting ;17 First -

/E%QnnGNNsDurg� P# �� -�� *untingFQn� P# # F7.. 5'48+%' '0)+0''4+0)� .#0& 5748';+0) $7+.&+0) &'5+)0 F+4/

TABLE 11.7

TYPICAL POLYMER STABILIZED

FIBER MATRIX APPLICATION RATES

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #3-16

PUMPED WATER FILTER BAG

FIGURE 3.18

TYPICAL COMPOST SOCK

WASHOUT INSTALLATION

STANDARD CONSTRUCTION DETAIL #4-6

ROCK FILTER OUTLET

AutoCAD SHX Text

E&S DETAILS

AutoCAD SHX Text

NONE

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text 13089.04.01

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISION:

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PREPARED FOR:

AutoCAD SHX Text

LSZ

AutoCAD SHX Text 2/24/26

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

OF:

AutoCAD SHX Text

AutoCAD SHX Text Springfield Site Plan.dwg 5/19/2026 9:25:41 AM 5/19/2026 9:25:41 AM 5/19/2026 9:25:41 AM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text

SOIL LIMITATION INFORMATION

AutoCAD SHX Text SOIL NAME MAP HYD WATER TABLE BEDROCK SLOPES ROAD LAWN S BUILDING MAP HYD WATER TABLE BEDROCK SLOPES ROAD LAWN S BUILDING HYD WATER TABLE BEDROCK SLOPES ROAD LAWN S BUILDING SLOPES ROAD LAWN S BUILDING ROAD LAWN S BUILDING LAWN S BUILDING S BUILDING BUILDING SYM TYPE DEPTHS DEPTH SUBGRADE SITE TYPE DEPTHS DEPTH SUBGRADE SITE DEPTHS DEPTH SUBGRADE SITE DEPTH SUBGRADE SITE SUBGRADE SITE SITE BERKS-WEIKERT BiD B >6' 3.0' 0-8% VERY VERY VERY BiD B >6' 3.0' 0-8% VERY VERY VERY B >6' 3.0' 0-8% VERY VERY VERY 3.0' 0-8% VERY VERY VERY 0-8% VERY VERY VERY VERY VERY VERY VERY VERY VERY CHANNERY SILT LOAM LIMITED LIMITED LIMITED LIMITED LIMITED LIMITEDLIMITED LIMITEDLIMITED

AutoCAD SHX Text BERKS-WEIKERT BMF B >6' 3.0' 25%+ VERY VERY VERY BMF B >6' 3.0' 25%+ VERY VERY VERY B >6' 3.0' 25%+ VERY VERY VERY 3.0' 25%+ VERY VERY VERY 25%+ VERY VERY VERY VERY VERY VERY VERY VERY VERY ASSOC. LIMITED LIMITED LIMITED LIMITED LIMITED LIMITEDLIMITED LIMITEDLIMITED

AutoCAD SHX Text SOIL RECOMMENDATIONS: THE BUILDING FOUNDATION WILL BE EXCAVATED TO THE REQUIRED DEPTH AND BELOW THE FROSTLINE. THE BUILDING FOUNDATION WILL HAVE PROPER DRAINAGE THAT WILL MINIMIZE THE SATURATION & FROST ISSUES. THE PROPOSED PARKING AREA WILL BE CONSTRUCTED ON A COMPACTED EARTH BASE COVERED WITH COMPACTED GRAVEL. ALL DISTURBED GRASS AREAS WILL BE COVERED WITH 6" MIN. OF TOPSOIL BEFORE BEING PERMANENTLY SEEDED. SOIL DATA: SOIL DATA PROVIDED ABOVE FROM WEBSOIL SURVEY FROM NRCS. FARMLAND CLASSIFICATION: NONE HYDRIC SOILS: NONE

AutoCAD SHX Text THE FOLLOWING APPLICATION RATES ARE SUGGESTED. IN ANY CASE, MANUFACTURER'S RECOMMENDATIONS SHOULD BE FOLLOWED. THE FOLLOWING ARE TYPICAL APPLICATION RATES:

AutoCAD SHX Text UNLIKE ROLLED BLANKETS, THERE IS NO NEED TO SMOOTH THE SLOPE PRIOR TO APPLICATION OF HYDRAULICALLY APPLIED BLANKETS. IN FACT SOME ROUGHENING OF THE SURFACE, EITHER NATURAL OR MECHANICALLY INDUCED, IS PREFERABLE. HOWEVER, LARGE ROCKS, THOSE 9 INCHES, AND EXISTING RILLS SHOULD BE REMOVED PRIOR TO APPLICATION. TRACKING OR GROOVING OF SLOPES SHOULD BE CONSIDERED TO SLOW WATER FLOWS DURING A STORM EVENT. SLOPE INTERRUPTION DEVICES SUCH AS STAIR STEP GRADING OR BENCHING SHOULD BE APPLIED PRIOR TO THE APPLICATION. MIXING AND APPLICATION RATES SHOULD FOLLOW MANUFACTURER'S RECOMMENDATIONS. HYDRAULICALLY APPLIED BLANKETS ARE TYPICALLY APPLIED IN TWO STAGES. UNLESS SPECIFICALLY RECOMMENDED TO BE APPLIED IN ONE APPLICATION BY THE MANUFACTURER, THE SEED MIXTURE AND SOIL AMENDMENTS SHOULD BE APPLIED FIRST. IF THE SEED IS APPLIED AT THE SAME TIME AS THE HYDRAULICALLY APPLIED BLANKET, THE BONDED FIBERS MAY KEEP THE SEED FROM MAKING SUFFICIENT CONTACT WITH THE SOIL TO GERMINATE. AFTER THE SEED MIXTURE IS APPLIED, THE BFM, FGM, OR PSFM SHOULD BE SPRAYED OVER THE AREA AT THE REQUIRED APPLICATION RATE.

AutoCAD SHX Text MAXIMUM Rainfall of <20"Rainfall of <20"<20"20"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text 6:1

AutoCAD SHX Text 5:1

AutoCAD SHX Text 4:1

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 1:1

AutoCAD SHX Text

SOIL STABILIZER (GAL/ACRE)

AutoCAD SHX Text

FIBER (LBS/ACRE)

AutoCAD SHX Text 1,500

AutoCAD SHX Text 2,000

AutoCAD SHX Text 2,500

AutoCAD SHX Text 3,000

AutoCAD SHX Text 1,800

AutoCAD SHX Text 1,500

AutoCAD SHX Text MAXIMUM Rainfall of >20"Rainfall of >20"

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text <5:15:1

AutoCAD SHX Text 4:1

AutoCAD SHX Text >3:13:1

AutoCAD SHX Text

SOIL STABILIZER (GAL/ACRE)

AutoCAD SHX Text

FIBER (LBS/ACRE)

AutoCAD SHX Text 2,000

AutoCAD SHX Text 2,500

AutoCAD SHX Text 3,000

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

DISTURBED AREA

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

EXISTING CONTOURS

AutoCAD SHX Text

COMPOST FILTER SOCK

AutoCAD SHX Text 2 IN. x 2 IN. WOODEN STAKES PLACED 10 FT ON CENTER

AutoCAD SHX Text

COMPOST FILTER SOCK

AutoCAD SHX Text

BLOWN/PLACED FILTER MEDIA

AutoCAD SHX Text

DISTURBED AREA

AutoCAD SHX Text

UNDISTURBED AREA

AutoCAD SHX Text NOTES: 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. 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. TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS. ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN. COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF INSPECTION. 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. S RECOMMENDATIONS. 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.

AutoCAD SHX Text

ORGANIC MATTER CONTENT

AutoCAD SHX Text

25% - 100% (DRY WEIGHT BASIS)

AutoCAD SHX Text

ORGANIC PORTION

AutoCAD SHX Text

FIBROUS AND ELONGATED

AutoCAD SHX Text pH

AutoCAD SHX Text 5.5-8.5

AutoCAD SHX Text

MOISTURE CONTENT

AutoCAD SHX Text 30%-60%

AutoCAD SHX Text

PARTICLE SIZE

AutoCAD SHX Text

30%-50% PASS THROUGH ” SIEVE 38SIEVE

AutoCAD SHX Text

SOLUBLE SALT CONCENTRATION

AutoCAD SHX Text

5.0 DS/M (MMHOS/CM) MAXIMUM

AutoCAD SHX Text

TABLE 4.2 (FILTREXX)

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

FILTER BAG

AutoCAD SHX Text

WELL VEGETATED, GRASSY AREA

AutoCAD SHX Text

WELL VEGETATED, GRASSY AREA

AutoCAD SHX Text

FILTER BAG

AutoCAD SHX Text

INTAKE HOSE

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

DISCHARGE HOSE

AutoCAD SHX Text

CLAMPS

AutoCAD SHX Text

CLAMPS

AutoCAD SHX Text

DISCHARGE HOSE

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

INTAKE HOSE

AutoCAD SHX Text

HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text NOTES: LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

AutoCAD SHX Text A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

AutoCAD SHX Text

PROPERTY

AutoCAD SHX Text

TEST METHOD

AutoCAD SHX Text

MINIMUM STANDARD

AutoCAD SHX Text

AVG. WIDE WIDTH STRENGTH

AutoCAD SHX Text

ASTM D-4884

AutoCAD SHX Text

60 LB/IN

AutoCAD SHX Text

GRAB TENSILE

AutoCAD SHX Text

ASTM D-4632

AutoCAD SHX Text

205 LB

AutoCAD SHX Text

PUNCTURE

AutoCAD SHX Text

ASTM D-4833

AutoCAD SHX Text

110 LB

AutoCAD SHX Text

MULLEN BURST

AutoCAD SHX Text

ASTM D-3786

AutoCAD SHX Text

350 PSI

AutoCAD SHX Text

UV RESISTANCE

AutoCAD SHX Text

ASTM D-4355

AutoCAD SHX Text 70%

AutoCAD SHX Text

AOS % RETAINED

AutoCAD SHX Text

ASTM D-4751

AutoCAD SHX Text

80 SIEVE

AutoCAD SHX Text SUMP PIT - SEDIMENT REMOVAL EFFICIENCY: LOW. THIS DEVICE IS NOT AN ABACT FOR SPECIAL PROTECTION SEDIMENT REMOVAL EFFICIENCY: LOW. THIS DEVICE IS NOT AN ABACT FOR SPECIAL PROTECTION WATERSHEDS UNLESS USED IN CONJUNCTION WITH A PUMPED WATER FILTER BAG. FOR SITES WHERE LARGE VOLUMES OF WATER OF LOW TO MODERATE TURBIDITY (I.E. NOT FLOWING FROM OR THROUGH WORK AREAS) MUST BE PUMPED FROM WORK AREAS, AND MANY FILTER BAGS WOULD BE REQUIRED, SUMP PITS (STANDARD CONSTRUCTION DETAIL #3-17) CAN PROVIDE A MEANS OF FILTERING THE WATER. THEY MAY ALSO BE USED IN CONJUNCTION WITH FILTER BAGS TO REDUCE THE AMOUNT OF SEDIMENT BEING PUMPED INTO THE BAGS, REDUCING THE NUMBER OF BAGS REQUIRED. SUMP PITS USED IN CONJUNCTION WITH FILTER BAGS MAY ALSO BE USED AS AN ABACT BMP IN SPECIAL PROTECTION WATERSHEDS. SUMP PITS SHOULD NOT BE USED ALONE WHERE HIGHLY TURBID WATERS ARE BEING PUMPED SUCH AS TYPICALLY RESULTS FROM ACTIVE WORK AREAS. SUMP PITS SHOULD BE LOCATED AT A LOW POINT IN THE WORK AREA SO THAT THE WATER NATURALLY DRAINS TOWARD THE PIT. THE SIZE OF THE PIT REQUIRED DEPENDS UPON THE AMOUNT OF WATER THAT MUST BE PUMPED FROM THE WORK AREA AND THE SPACE AVAILABLE. WHEN USED IN CONJUNCTION WITH A FILTER BAG, THE INTAKE OF THE PUMP GOING TO THE FILTER BAG SHOULD BE INSERTED INTO THE STANDPIPE OF THE SUMP PIT.

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text

1 MIN.

AutoCAD SHX Text

1 MIN.

AutoCAD SHX Text

1 MIN.

AutoCAD SHX Text

3 FT. MIN.

AutoCAD SHX Text

OPTIONAL 6 IN. COMPOST LAYER FIRMLY ANCHORED

AutoCAD SHX Text

OPTIONAL 6 IN. SUMP

AutoCAD SHX Text

AASHTO NO. 57 6 IN. MIN

AutoCAD SHX Text

R-3 ROCK

AutoCAD SHX Text

WOOD POSTS

AutoCAD SHX Text

HEIGHT OF ROCK FILTER=5/6 HEIGHT OF STRAW BALES OR FILTER FABRIC FENCE

AutoCAD SHX Text

AASHTO NO. 57

AutoCAD SHX Text

STRAW BALES OR FILTER FABRIC

AutoCAD SHX Text

OUTLET CROSS-SECTION

AutoCAD SHX Text

UP-SLOPE FACE

AutoCAD SHX Text NOTES: A ROCK FILTER OUTLET SHALL BE INSTALLED WHERE FAILURE OF A SILT FENCE OR STRAW BALE BARRIER HAS OCCURRED DUE TO CONCENTRATED FLOW. ANCHORED COMPOST LAYER SHALL BE USED ON UPSLOPE FACE IN HQ AND EV WATERSHEDS. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATIONS REACH 1/3 THE HEIGHT OF THE OUTLET.

AutoCAD SHX Text

OPTIONAL 6 IN. COMPOST LAYER FIRMLY ANCHORED

AutoCAD SHX Text

OPTIONAL 6 IN. SUMP

AutoCAD SHX Text

AASHTO NO. 57 6 IN. MIN

AutoCAD SHX Text

R-3 ROCK

AutoCAD SHX Text

HEIGHT OF ROCK FILTER=5/6 HEIGHT OF STRAW BALES OR FILTER FABRIC FENCE

AutoCAD SHX Text

AASHTO NO. 57

AutoCAD SHX Text

STRAW BALES OR FILTER FABRIC

AutoCAD SHX Text

* UNLESS A LESSER RATE IS INDICATED BY SOIL TESTS. ** UNLESS OTHERWISE SPECIFIED IN THE POST CONSTRUCTION STORMWATER MANAGEMENT PLAN. MULCHING MATERIALS, CONSTRUCTION AND MAINTENANCE WILL BE IN ACCORDANCE WITH THE SPECIFICATIONS CONTAINED IN SECTION 806. PENNDOT PUBLICATION 408. STRAW MULCH SHALL BE APPLIED AT A RATE OF 3 TONS PER ACRE. UTILIZE A TRACTOR DRAWN IMPLEMENT TO CRIMP THE STRAW MULCH INTO THE SOIL TO A DEPTH OF APPROXIMATELY 3 INCHES ON SLOPES 3H:1V OR LESS. UTILIZE FIBER MATRIX TACKIFIER ON SLOPES GREATER THAN 3H:1V TO TACK STRAW MULCH. APPLY PER MANUFACTURER'S RECOMMENDATIONS. SEE TABLE 11.7 ON THIS SHEET.

AutoCAD SHX Text

SEEDING RESTORATION TABLE

AutoCAD SHX Text SEED MIX & SOWING RATE 100% ANNUAL RYEGRASS SOW 1# PER 1000 SQ. FT. MARCH THRU MAY/ AUGUST THRU SEPTEMBER 80% KENTUCKY BLUE GRASS 20% PENNLAWN RED FESCUE SOW 21# PER 1000 SQ. YD. MARCH THRU MAY/ AUGUST THRU SEPTEMBER

AutoCAD SHX Text

FERTILIZER 10-10-10 500# PER ACRE 10-10-20 1000# PER ACRE

AutoCAD SHX Text

LIME* 1 TON PER ACRE 6 TONS PER ACRE

AutoCAD SHX Text

TOPSOIL N/A 6" MIN.

AutoCAD SHX Text RESTORATION CONDITION TEMPORARY COVER** PERMANENT COVER - ALL OTHER DISTURBED AREAS

AutoCAD SHX Text TEMPORARY COVER DEFINITION: ESTABLISHING A TEMPORARY COVER OF ANNUAL GRASS TO STABILIZE AREAS WHICH ARE SUBJECT TO EROSION, SEDIMENT, OR SOIL DEPLETION. SEE "SEEDING RESTORATION TABLE". PURPOSE: TO PROVIDE SHORT-TERM RAPID COVER FOR THE CONTROL OF SURFACE RUNOFF AND EROSION, UNTIL PERMANENT VEGETATION OR OTHER STABILIZATION MATERIALS CAN BE ESTABLISHED. WHERE APPLICABLE: SEE INTERIM STABILIZATION. PERMANENT COVER DEFINITION: ESTABLISHING PERMANENT GRASS COVER TO STABILIZE AREAS WHICH ARE SUBJECT TO EROSION, SEDIMENT, OR SOIL DEPLETION. SEE SPECIFICATIONS "SEEDING RESTORATION TABLE" PURPOSE: TO PROVIDE PERMANENT VEGETATIVE COVER TO CONTROL SURFACE RUNOFF AND EROSION. WHERE APPLICABLE: ON ALL SEDIMENT-PRODUCING AREAS WHERE IT IS FEASIBLE TO PREPARE SEEDBED, AND WHERE THE PERIOD OF EXPOSURE WILL BE MORE THAN TWELVE (12) MONTHS. USE STRAW APPLIED AT A RATE OF 3 TONS PER ACRE, INSTALL PERMANENT OVER ENTIRE PROPOSED GRASS AREA.

AutoCAD SHX Text %%uSEEDING AND MULCHING%%u

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

24" DIAMETER COMPOST FILTER SOCK

AutoCAD SHX Text

2"X2"X36" WOOD STAKES PLACES 5' O.C.

AutoCAD SHX Text

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

AutoCAD SHX Text

2"X2"X36" WOOD STAKES PLACES 5' O.C.

AutoCAD SHX Text

DIRECT CONCRETE WASHOUT WATER INTO FILTER RING

AutoCAD SHX Text

%%UPLAN

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

lzeger@ces-engr.com

SITE PLAN

FOR NEW EQUIPMENT STORAGE BUILDING

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

SPRINGFIELD TOWNSHIP

22689 WIBLE REUNION ROAD

THREE SPRINGS, PA 17264

CES ENGINEERING, LLC

E S

- Putting ;17 First -

/E%QnnGNNsDurg� P# �� -�� *untingFQn� P# # F7.. 5'48+%' '0)+0''4+0)� .#0& 5748';+0) $7+.&+0) &'5+)0 F+4/

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.).

ANY PLACEMENT OF 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.

ENVIRONMENTAL DUE DILIGENCE MUST BE PERFORMED 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 A 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 CLEAN FILL.”

AutoCAD SHX Text

E&S NOTES

AutoCAD SHX Text

NONE

AutoCAD SHX Text

PROJECT NO:

AutoCAD SHX Text 13089.04.01

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

SHEET TITLE:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISION:

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

PREPARED FOR:

AutoCAD SHX Text

LSZ

AutoCAD SHX Text 2/24/26

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.:

AutoCAD SHX Text

OF:

AutoCAD SHX Text

AutoCAD SHX Text Springfield Site Plan.dwg 5/19/2026 9:25:55 AM 5/19/2026 9:25:55 AM 5/19/2026 9:25:55 AM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

ENVIRONMENTAL

AutoCAD SHX Text

STRUCTURAL

AutoCAD SHX Text %%uSEQUENCE OF CONSTRUCTION%%u

AutoCAD SHX Text ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. EACH STAGE SHALL BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. AT LEAST 7 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OWNER/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE LANDOWNER, APPROPRIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, AND A REPRESENTATIVE OF THE HUNTINGDON COUNTY CONSERVATION DISTRICT (PHONE: 814-627-1626, EXT. 3013) AND A REPRESENTATIVE FROM THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTH-CENTRAL REGIONAL OFFICE TO AN ON-SITE PRE-CONSTRUCTION MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INC. AT 1-800-242-1776 FOR BURIED UTILITIES LOCATION. BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED E&S CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE HUNTINGDON COUNTY CONSERVATION DISTRICT.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL CONTACT THE HUNTINGDON COUNTY CONSERVATION DISTRICT THE CONTRACTOR SHALL CONTACT THE HUNTINGDON COUNTY CONSERVATION DISTRICT (PHONE: 814-627-1626, EXT. 3013) AND THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTH-CENTRAL REGIONAL OFFICE FOR AN ON SITE PRE-CONSTRUCTION CONFERENCE AT LEAST 2 WEEKS PRIOR TO THE START OF ANY EARTH MOVING ACTIVITIES. 2. THE CONTRACTOR SHALL CONTACT PA-ONE CALL 3 DAYS PRIOR TO THE START THE CONTRACTOR SHALL CONTACT PA-ONE CALL 3 DAYS PRIOR TO THE START OF ANY EARTH MOVING ACTIVITIES UTILIZING THE PROJECT'S EXISTING SERIAL NUMBER. 3. INSTALL THE TEMPORARY E&S BMPS INCLUDING BUT NOT LIMITED TO: COMPOST INSTALL THE TEMPORARY E&S BMPS INCLUDING BUT NOT LIMITED TO: COMPOST SOCK WASHOUT FACILITY AND COMPOST FILTER SOCK PRIOR TO EARTH MOVING ACTIVITIES. CONTRACTOR TO UTILIZE EXISTING DRIVEWAY ENTRANCE AND ALL ROADWAY VEHICLES TO REMAIN ON PAVED AND/OR GRAVELED AREAS AT ALL TIMES. 4. STRIP ANY TOPSOIL IN THE AREA OF THE PROPOSED BUILDING SITE. STOCKPILE THE STRIP ANY TOPSOIL IN THE AREA OF THE PROPOSED BUILDING SITE. STOCKPILE THE TOPSOIL AT THE DESIGNATED LOCATION AS SHOWN ON THE E&S PLAN. STOCKPILE ENOUGH TOPSOIL FOR LATER CONSTRUCTION OF THE NEW GRASS AREA. SEED & MULCH STOCKPILE ONCE COMPLETE WITH TEMPORARY SEEDING. 5. EXCAVATE AND FILL THE NEW BUILDING AREA TO DESIGN GRADES AND BEGIN EXCAVATE AND FILL THE NEW BUILDING AREA TO DESIGN GRADES AND BEGIN CONSTRUCTING THE STORAGE SHED. HAUL AWAY EXCAVATED MATERIAL TO AN APPROVED SITE AND ALL CONCRETE WASH WATER SHALL BE DISPOSED OF AT THE LOCATION SHOWN ON THE E&S PLAN. 6. ONCE THE STORAGE SHED IS NEARING COMPLETION, BEGIN ROUGH GRADE AROUND ONCE THE STORAGE SHED IS NEARING COMPLETION, BEGIN ROUGH GRADE AROUND THE BUILDING SITE. ONCE DESIGNATED ELEVATIONS ARE GRADED, INSTALL CONCRETE PADS AND THEN BACKFILL WITH STONE FROM THE CONCRETE PADS TO THE EXISTING GRAVEL AREAS. 7. ONCE CONSTRUCTION IS COMPLETE, SPREAD 6" UNCOMPACTED TOPSOIL AND ONCE CONSTRUCTION IS COMPLETE, SPREAD 6" UNCOMPACTED TOPSOIL AND PERMANENT SEEDING AND MULCH ON ANY DISTURBED LAWN AREAS AS PER SEEDING AND MULCHING NOTES ON SHEET C4. 8. ONCE VEGETATED AREAS ACHIEVE A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE ONCE VEGETATED AREAS ACHIEVE A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OVER THE ENTIRE DISTURBED AREA, CONTACT THE HUNTINGDON COUNTY CONSERVATION DISTRICT FOR A FINAL SITE INSPECTION. THE TEMPORARY E&S BMP'S MAY BE REMOVED AND DISPOSED OF PROPERLY FOLLOWING THE DISTRICT'S APPROVAL.

AutoCAD SHX Text THE CONTRACTOR WILL ENSURE THAT RECYCLING OR DISPOSAL OF MATERIALS ASSOCIATED WITH OR FROM THE PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH ALL APPLICABLE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS. BUILDING WASTE MATERIALS SHALL NOT BE USED AS SITE FILL MATERIAL UNDER ANY CIRCUMSTANCE. ANY EXCAVATED MATERIALS REMOVED FROM THE SITE SHALL BE TAKEN TO A SITE THAT HAS AN APPROVED SOIL EROSION AND SEDIMENT POLLUTION CONTROL PLAN. FILL BROUGHT INTO THE SITE MUST BE OF SOUND MATERIAL MEETING THE REQUIREMENTS OF A GEOTECHNICAL ENGINEER.

AutoCAD SHX Text

%%UFILL AND WASTE MATERIAL

AutoCAD SHX Text

1. A COPY OF THE STAMPED APPROVED DRAWINGS SIGNED AND DATED BY THE HUNTINGDON COUNTY CONSERVATION DISTRICT MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. 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 POST CONSTRUCTION STORMWATER MANAGEMENT PLAN PREPARER, AND A REPRESENTATIVE FROM THE HUNTINGDON COUNTY 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 HUNTINGDON COUNTY CONSERVATION DISTRICT OR BY DEP PRIOR TO IMPLEMENTATION. 5. 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 CONSTRUCTION SEQUENCE FOR THAT STAGE OR PHASE HAS BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS DOCUMENT. 6. 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. 7. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2H:1V OR FLATTER. 8. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BMPS TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE HUNTINGDON COUNTY CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE OF DEP. 9. 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. 10. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE HUNTINGDON COUNTY CONSERVATION DISTRICT OR DEP FULLY IMPLEMENTED PRIOR TO BEING ACTIVATED. 11. 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. 12. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS. 13. UNTIL THE SITE IS STABILIZED, ALL E&S BMPS MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL E&S 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 E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED. 14. A WRITTEN REPORT 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. 15. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY 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. 16. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS. 17. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL. 18. 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. 19. ALL FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS. 20. 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. 21. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. 22. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 23. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD. 24. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED. 25. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR 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.

AutoCAD SHX Text %%uSTANDARD EROSION AND SEDIMENTATION CONTROL PLAN NOTES%%u

AutoCAD SHX Text

26. 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. 27. E&S BMPS MUST REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE HUNTINGDON COUNTY CONSERVATION DISTRICT OR DEP. 28. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE HUNTINGDON COUNTY CONSERVATION DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS. 29. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY E&S BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS MUST BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS SHOULD BE DONE ONLY DURING THE GERMINATING SEASON. 30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE HUNTINGDON COUNTY CONSERVATION DISTRICT TO SCHEDULE A FINAL INSPECTION. 31. 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. 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 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 PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION 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 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 3, 2026.