PROPOSAL Report - Project 72767

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PROPOSAL REPORT

Project: 72767 Bid

Package: 1

Current Let: 10/22/2026 11:00:00 AM

Version: Current Addendum

Count: 0

District: 02 County: Mifflin

SR/SEC/

Group ID: 522/719/---

Description

Lewistown to Co. Line Betterment

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TABLE OF CONTENTS

BID PACKAGE SUMMARY

PROJECT ITEMS AND QUANTITIES

SPECIAL PROVISIONS

G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL

G1601A - a01601 E.E.O. COVERED AREA G2302A - a02302 Worker Protection and Investment C164B - a07000 CHANGES TO SPECIFICATIONS: SECTION 106 C172A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 C171A - a07020 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 00 - a10500 CONSTRUCTION RESTRICTION - PROJECT COORDINATION 00 - a10600 CONSTRUCTION RESTRICTION - DRAINAGE COORDINATION 00 - a10620 SECTION 413/419 - SPREADING AND FINISHING N13301B - a13301 DELIVERY OF MATERIAL TO DEPARTMENT STOCKPILE N606A - a14000 GRADE TOLERANCES FOR MISCELLANEOUS STRUCTURES G100B - a14200 CONSTRUCTION RESTRICTIONS DUE TO AREA SPECIAL EVENTS 00 - a14230 BENCH MARKS S3099C - b03130 SECTION 313/413 - SUPERPAVE MIXTURE DESIGN S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 00 - c00100 ITEM 4605-2642 & 4605-2676 - TYPE D & D-W ENDWALLS FOR XX" PIPE, CAST-IN-

PLACE

00 - c00200 ITEM 4605-2730 TYPE M CONCRETE TOP UNIT AND GRATE 8" THICK TOP UNIT 00 - c00300 ITEM 4605-2850 & 4605-2882 - STANDARD & D-H INLET BOX, HEIGHT < / = 10', CAST-IN-PLACE

I6091L - c00400 ITEM 0609-0009 EQUIPMENT PACKAGE 00 - c00500 ITEM 4620-1600 - TYPE 31-S GUIDE RAIL SPAN OVER CULVERT I677D - c00600 ITEM 4677-0004 - SELECTED MATERIAL SURFACING USE SUBBASE 00 - c00700 ITEM 4686-0030 CONSTRUCTION SURVEYING, TYPE B MODIFIED I9000B - c00800 ITEM 9000-0001 - RELOCATE MAILBOX I9000C - c00900 ITEM 9000-0002- GRADE ADJUSTMENT OF EXISTING DRIVEWAYS (MATCH

AGGREGATES IN KIND)

I491B - c01000 ITEM 9000-0060 - MILLING OF ASPHALT PAVING NOTCH OR JOINT I491A - c01100 ITEM 9000-0070 - MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE

DEPTH 2"-5"

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00 - c01200 ITEM 9000-0087 - TYPE S CONCRETE TOP UNIT WITH UPSTREAM BAR GRATE 00 - c01300 ITEM 9000-0088 - 8" TYPE S CONCRETE TOP UNIT WITH UPSTREAM BAR GRATE... 43 I9009B - c01400 ITEM 9000-0100 - SELECTED BORROW EXCAVATION ROCK, CLASS R-3 WITH

EXCAVATION AND GEOTEXTILE

00 - c01500 ITEM 9000-0111 - INLET FILTER BAG FOR TYPE D-H INLET 00 - c01600 ITEM 9000-0413 & 9000-0418 - 4" WHITE/YELLOW WATERBORNE HIGH BUILD

PAVEMENT MARKINGS

00 - c01700 ITEM 9000-0443 - STANDARD INLET BOX, HEIGHT < /= 10', CAST IN PLACE, INCLUDES WEEP HOLES

00 - c01800 ITEM 9000-0444 - STANDARD INLET BOX, HEIGHT < /=10' INCLUDES WEEPHOLES . 48 00 - c01900 ITEM 9000-1045 - UTILITY TEMPORARY SUPPORT AND PROTECTION SYSTEM 00 - c02000 9000-1059 - UTILITY POLE FLEXIBLE WRAP, 6" YELLOW HIGH-INTENSITY GRADE... 50 I68C - c02100 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE

I70C - c02200 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE

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BID PACKAGE SUMMARY

Project: 72767 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: RESURFACING/OVERLAYS

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $5,000,000.00 - $7,499,999.99 Anticipated NTP: 12/07/2026 Structure Work: 0.00%

Required Completion: 09/24/2027 DBE: 0% Wage Rates: Yes

Description:

The description and location of the project is as follows: For the improvements of a certain section of STATE HIGHWAY in MIFFLIN COUNTY, DECATUR TOWNSHIP, and SNYDER COUNTY, WEST BEAVER TOWNSHIP, Commonwealth of Pennsylvania, STATE ROUTE 0522 SECTION 719.This project being situated as follows: Mifflin County SR 0522 from Segment 0180/Offset 1954 to Segment 0360/Offset 2769, and Snyder County Segment 0010/Offset 0000 to Segment 0010/Offset 0225, for a total construction length of approximately 45,620 feet (8.64 miles).Construction involves various combinations of milling and overlay, using Superpave Asphalt Mixture Designs for the base, binder, and wearing courses, drainage improvements, guide rail upgrades, pavement markings, and miscellaneous construction as indicated on the approved construction drawings.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to obtain a visitor pass on the 5th Floor and to be escorted to the 7th Floor Contract Awards Room.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

0203-0001 C Cubic Yard 1,749.0000 N

CLASS 1 EXCAVATION

0203-0005 C1 Cubic Yard 2,289.0000 N

CLASS 1C EXCAVATION

0204-0001 C1, H Cubic Yard 40.0000 N

CLASS 2 EXCAVATION

0204-0150 C1, H, S Cubic Yard 45.0000 N

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 25.0000 N

FOREIGN BORROW EXCAVATION

0205-0363 C1 Ton 2,253.0000 N

SELECTED BORROW EXCAVATION ROCK, CLASS R-3

0205-0385 C1 Ton 25.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 57

0205-0388 C1 Ton 6.0000 N

SELECTED BORROW EXCAVATION, COARSE AGGREGATE, NO. 8

0212-0001 C3, H, M2 Linear Foot 100.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 621.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0426 E Square Yard 1,619.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 6" DEPTH

0316-0437 E, F1 Ton 196.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, FLEXIBLE BASE REPLACEMENT, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0

MM MIX

0350-0106 C, E Square Yard 1,605.0000 N

SUBBASE 6" DEPTH (NO. 2A)

0350-0108 C, E Square Yard 14.0000 N

SUBBASE 8" DEPTH (NO. 2A)

0405-0001 X Dollar 27,000.0000 $1.00 Y

ASPHALT PAVEMENT LONGITUDINAL JOINT DENSITY INCENTIVE/DISINCENTIVE

0413-0245 F Square Yard 133,789.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-H

0413-0255 F Ton 17.0000 N

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SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL- H

0413-0258 F Ton 108.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, SRL-L

0413-1024 F Ton 2.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-2074 F Ton 9,742.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

MM MIX, SRL-L

0413-6017 F Ton 229.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 58S-28, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX

0413-9999 X Dollar 51,780.0000 $1.00 Y

PERCENT WITHIN LIMITS (PWL) LOT INCENTIVE/DISINCENTIVE

0460-0001 F4 Square Yard 271,638.0000 N

ASPHALT TACK COAT

0461-0001 F4 Square Yard 10,161.0000 N

ASPHALT PRIME COAT

0491-0014 F3 Square Yard 31,064.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2 1/2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 3,075.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0601-0351 H Linear Foot 4.0000 N

12" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-0352 H Linear Foot 14.0000 N

15" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-0353 H Linear Foot 36.0000 N

18" THERMOPLASTIC PIPE, GROUP III, 8'-2' FILL

0601-5430 H, K1 Cubic Yard 17.0000 N

CLASS A CEMENT CONCRETE FOR MISCELLANEOUS DRAINAGE

0601-7016 H Linear Foot 475.0000 N

18" REINFORCED CONCRETE PIPE, TYPE A, 25' - 1.5' FILL, 100 YEAR DESIGN LIFE

0601-7029 H Linear Foot 82.0000 N

24" REINFORCED CONCRETE PIPE, TYPE A, 20' - 1.5' FILL, 100 YEAR DESIGN LIFE

0601-7305 H Linear Foot 6.0000 N

12" REINFORCED CONCRETE PIPE, TYPE B, 30' - 1.5' FILL

0601-7308 H Linear Foot 135.0000 N

15" REINFORCED CONCRETE PIPE, TYPE B, 20' - 1.5' FILL

0601-7313 H Linear Foot 116.0000 N

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18" REINFORCED CONCRETE PIPE, TYPE B, 15' - 1.5' FILL

0601-7355 H Linear Foot 4.0000 N

36" REINFORCED CONCRETE PIPE, TYPE B, 15' - 2' FILL

0601-7527 H Linear Foot 50.0000 N 30" REINFORCED CONCRETE PIPE, TYPE A, 10' - 7' FILL, SHORE/TRENCH BOX, 100 YEAR DESIGN LIFE

0604-0313 H Linear Foot 118.0000 N

18" PERFORATED THERMOPLASTIC PIPE, GROUP IP, 15'-1.5' FILL

4605-2642 K Each 3.0000 N Proj

TYPE D ENDWALL FOR 24" PIPE CAST-IN-PLACE

4605-2676 K Each 2.0000 N Proj

TYPE D-W ENDWALL FOR 36" PIPE CAST-IN-PLACE TO ACCOMMODATE A 30" PIPE

0605-2700 K Each 1.0000 N

INLET GRATE

0605-2730 K Set 4.0000 N

TYPE M CONCRETE TOP UNIT AND GRATE

4605-2730 K Set 1.0000 N Proj

TYPE M CONCRETE TOP UNIT AND GRATE 8" THICK TOP UNIT

0605-2760 K Set 1.0000 N

TYPE D-H LEVEL CONCRETE TOP UNIT AND GRATES

0605-2850 K Each 22.0000 N

STANDARD INLET BOX, HEIGHT < /= 10'

4605-2850 K Each 10.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10' CAST-IN-PLACE

4605-2882 K Each 1.0000 N Proj

TYPE D-H INLET BOX, HEIGHT < /= 10' CAST-IN-PLACE

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 100.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 5.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 1.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

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0615-0066 C1, H2, R Each 151.0000 N

66" RED SUBSURFACE DRAIN OUTLET MARKER

0616-0018 H Each 1.0000 N

STEEL END SECTION, METALLIC COATED, 14 GAGE FOR 18" PIPE

0619-0459 J1, J3 Each 15.0000 N

PERMANENT IMPACT ATTENUATING DEVICE, TYPE II, TEST LEVEL 3, TANGENT (MASH)

0620-0400 J Each 9.0000 N

TERMINAL SECTION, SINGLE

0620-0500 J Linear Foot 38.0000 N

RESET GUIDE RAIL

0620-0503 C1, J Linear Foot 4,399.0000 N

REMOVE EXISTING GUIDE RAIL (CONTRACTOR'S PROPERTY)

0620-0543 J Each 12.0000 N

GUIDE RAIL STRONG POST, 7' LENGTH

0620-0636 J Each 4.0000 N

6" X 8" X 14" ROUTED OFFSET BRACKET

0620-0872 J Each 4.0000 N

BURIED-IN-BACKSLOPE TERMINAL, SINGLE PANEL

0620-0900 C1, J Each 14.0000 N

REMOVE CONCRETE ANCHORAGE

0620-1600 J Linear Foot 4,000.0000 N

TYPE 31-S GUIDE RAIL

4620-1600 J Linear Foot 25.0000 N Proj

TYPE 31-S GUIDE RAIL SPAN OVER CULVERT

0620-1601 J Linear Foot 188.0000 N

TYPE 31-S GUIDE RAIL WITH 7' EXTRA LENGTH POSTS

0620-1635 J Linear Foot 38.0000 N

TYPE 31-SCC GUIDE RAIL

0620-1645 J Linear Foot 200.0000 N

CURVED W-BEAM GUIDE RAIL AT INTERSECTIONS

0620-1660 J Each 2.0000 N

TYPE 31-STRONG POST ANCHOR TERMINAL

0620-1670 J Each 14.0000 N

TYPE 31-STRONG POST IN-LINE ANCHOR

0660-0002 F3 Linear Foot 16,867.0000 N

MILLED ASPHALT PAVEMENT CENTERLINE RUMBLE STRIPS TYPE 2

0676-0004 K Square Yard 48.0000 N

DRIVEWAY APRONS AND SIDEWALKS THROUGH DRIVEWAYS

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4677-0004 C1, E Ton 1,877.0000 N Std

SELECTED MATERIAL SURFACING USING SUBBASE

0680-0120 K2, S1 Square Yard 87.0000 N

MEMBRANE WATERPROOFING SYSTEM INSTALLED ON BRIDGE DECK

4686-0030 X Lump Sum 1.0000 N Proj

CONSTRUCTION SURVEYING, TYPE B, MODIFIED

0689-0003 X Lump Sum 1.0000 N

CPM SCHEDULE

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0804-0036 M3 Pound 2.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA B RESIDENTIAL MIX

0860-0000 M2 Each 5.0000 N

INLET FILTER BAG FOR TYPE M INLET

0860-0001 M2 Each 55.0000 N

INLET FILTER BAG FOR TYPE S INLET

0867-0012 M2 Linear Foot 4,842.0000 N

COMPOST FILTER SOCK, 12" DIAMETER

0901-0001 Q Lump Sum 1.0000 N

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0240 Q, R Square Foot 200.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

0901-0320 O Linear Foot 112,552.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0461 Q Each 2.0000 N

FULL-MATRIX CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0937-0104 J, R Each 36.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (Y/B)

0937-0106 J, R Each 65.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/B)

0937-0339 R Each 15.0000 N FLEXIBLE DELINEATOR POST, GROUND-MOUNT TYPE GM-2, RED POST WITH WHITE/BLANK SHEETING

0941-0001 R Each 10.0000 N

RESET POST MOUNTED SIGNS, TYPE B

9000-0001 R Each 12.0000 N Std

RELOCATE MAILBOX

9000-0002 C1 Ton 1,248.0000 N Std

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GRADE ADJUSTMENT OF EXISTING DRIVEWAYS (MATCH AGGREGATE IN KIND)

9000-0060 F3 Square Yard 644.0000 N Std

MILLING OF ASPHALT PAVING NOTCH OR JOINT

9000-0070 F3 Square Yard 795.0000 N Std

MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, 2" - 5"

9000-0087 K Set 35.0000 N Proj

TYPE S CONCRETE TOP UNIT WITH UPSTREAM BAR GRATE

9000-0088 K Set 20.0000 N Proj

8" TYPE S CONCRETE TOP UNIT WITH UPSTREAM BAR GRATE

9000-0100 C1 Cubic Yard 713.0000 N Std

SELECTED BORROW EXCAVATION ROCK, CLASS R-3 WITH EXCAVATION AND GEOTEXTILE

9000-0111 M2 Each 1.0000 N Proj

INLET FILTER BAG FOR TYPE D-H INLET

9000-0413 O Linear Foot 90,219.0000 N Proj

4" WHITE WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0418 O Linear Foot 77,269.0000 N Proj

4" YELLOW WATERBORNE HIGH BUILD PAVEMENT MARKINGS

9000-0443 K Each 2.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10', CAST IN PLACE, INCLUDES WEEP HOLES

9000-0444 K Each 26.0000 N Proj

STANDARD INLET BOX, HEIGHT < /= 10', INCLUDES WEEP HOLES

9000-1045 C1, H Dollar 10,000.0000 $1.00 Y Proj

UTILITY TEMPORARY SUPPORT AND PROTECTION SYSTEM

9000-1059 R Each 210.0000 N Proj

UTILITY POLE FLEXIBLE WRAP, 6" YELLOW HIGH-INTENSITY GRADE

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

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SPECIAL PROVISIONS

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) Addendum:

Action:

Item(s) Associated:

Header:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Project Specific Details:

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW Addendum:

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

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I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

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Header:

ADVANCE NOTICE OF TRAFFIC RESTRICTIONS

Provision Body:

Notify the Engineer at least 4 calendar days in advance of the start of any operation which will affect the flow of traffic and provide the Engineer with details of the work to be done. After notification, the District Office will advise the public of these traffic restrictions and possible delays.

Special Provision: G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL

PLAN

Addendum:

ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN

Provision Body:

Comply with these requirements when submitting an alternate plan for accomplishing equal or better temporary and permanent erosion and sediment pollution control. Do not start work until the alternate erosion and sediment pollution control plan, schedules, and operation methods have been approved by the Department and the Department of Environmental Protection, or by the Department and the County Conservation District, as applicable.

Apply for any earth disturbance permits or permit amendments not included in the proposal documents that are required because of the nature of the contemplated construction procedures.

Prepare and furnish, with the applications, plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Provide simultaneously to the District Executive a copy of all plans and documents that affect the construction requirements.

Provide immediately to the District Executive any modifications that are made to the plans and documents that are required by the Department of Environmental Protection or the County Conservation District.

Obtain the approval of the Department and the permit from the Department of Environmental Protection prior to beginning any work when a permit is required, and the approval of the Department and the County Conservation District when a permit is not required.

Acquire areas outside of the right-of-way that are necessary for erosion and sediment pollution control. Proceed with the agreement procedure described in Section 105.14 (Borrow Areas and Waste Areas).

Special Provision: G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT

POLLUTION CONTROL

September 16, 2026 12:36:42 PM Page 14 of 53

Addendum:

CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION CONTROL

Provision Body:

I. Observe the applicable following procedures during the entire period of construction as directed:

(a) Conduct all operations as specified in the erosion and sediment pollution control plan and in such a manner to minimize turbidity in streams. Do not discharge water containing sediments or pollutants into the streams.

(b) Direct flowing water away from project construction areas.

(c) Limit movement of equipment through the streambed in accordance with the approved plan so as to prevent unnecessary siltation or disturbance. Permit equipment to cross flowing channels only on rock roadways and/or bridges to prevent constant turbulency and siltation.

Construct rock crossings, causeways or cofferdams with rock having a minimum size of 75 mm (3 inches) or larger as directed; also, the surface may be choked with stone aggregate having a minimum size of 9.5 mm (3/8-inch). Do not use earth or other materials which may cause sedimentation, for any crossings, causeways or cofferdams.

(d) Seed and/or stabilize all stream banks immediately upon completion of grading.

(e) Seed all cut and fill slopes when they have reached a vertical height of 4.5 m (15 feet). On areas where permanent seeding will not be performed within a period of 20 days after the excavation or embankment operations have been completed place temporary seeding (annual Ryegrass) and mulching on all soil areas.

(f) Control the entire grading area at all times during construction by placing the erosion and sediment pollution control devices that can be installed prior to disturbing the earth and the stabilization devices as soon as the required earthwork has been performed.

(g) For any excavation material stockpiled more than 20 days, take interim stabilization measures to minimize erosion of the stockpile slopes.

(h) Clean the sedimentation structures during construction as specified in Section 861. Dispose of silt fencing and sediment removed from the project, as directed.

(i) Separate all water originating outside of the project from that originating within.

(j) During the life of the contract, be responsible for the maintenance of all erosion and sediment pollution control devices.

(k) Seed all borrow and waste areas in accordance with the approved plans and with item (e) above.

Special Provision: G1601A - a01601 E.E.O. COVERED AREA

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4.

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7.

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9.

10.

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Header:

E.E.O. COVERED AREA

Provision Body:

For the purpose set forth in the Executive Order 11246 the covered area for this contract is Mifflin County, which is within the Economic Area of Harrisburg, York, Lancaster as listed in Appendix B of Designated Special Provision 12 (DSP12) entitled “Executive Order 11246 (with Appendix A and B)” in Appendix C of Pub 408.

Special Provision: G2302A - a02302 Worker Protection and Investment

Worker Protection and Investment

Provision Body:

In accordance with the Governor’s Executive Order 2021-06, Worker Protection and Investment, contractors and grantees of the Commonwealth must certify they are in compliance with Pennsylvania’s Unemployment Compensation Law, Worker’s Compensation Law, and all applicable Pennsylvania state labor and workforce safety laws including, but not limited to:

Construction Workplace Misclassification Act Employment of Minors Child Labor Act Minimum Wage Act Prevailing Wage Act Equal Pay Law Employer to Pay Employment Medical Examination Fee Act Seasonal Farm Labor Act Wage Payment and Collection Law Industrial Homework Law Construction Industry Employee Verification Act Act 102: Prohibition on Excessive Overtime in healthcare Apprenticeship and Training Act Inspection of Employment Records Law

To ensure compliance with these statutes, Contractors and Grantees are required to submit the Worker Protection and Investment Certification Form (BOP-2201) in response to all ECMS procurement solicitations. The form is available in the ECMS File Cabinet (in References Tab). If assistance with the Form is needed, contact the ECMS Help Desk at 855-783-8330 or at 717- 783-8330. ECMS Help Desk assistance is available 24 hours a day, 7 days a week.

This form must be completed for the Prime Contractor and all subcontractors and/or services.

The Prime Contractor must email the completed BOP-2201 Form to workprotect@pa.gov or fax the Form to 717-265-7207, signed by an authorized representative of the Contractor, possessing sufficient knowledge to make the representations and certifications on the BOP-2201 Form by 3:00 P.M. prevailing local time within 7 calendar days after the bid opening. When the seventh (7th) calendar day after the bid opening falls on a day that the Department offices are closed, submit the BOP-2201 Form by 3:00 P.M. prevailing local time on the next business day. Failure or refusal to provide the BOP-2201 Form, or inclusion on any Pennsylvania Department of Labor and Industry Worker Protection and mailto:workprotect@pa.gov

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Labor Law Non-Compliance List, will be considered a refusal to comply with bidding requirements and may result in rejection of the bid, and other appropriate consequences.

For Subcontractors/Services, the completed BOP-2201 Form must be attached with the Public Works Verification Act form and submitted in ECMS before a subcontractor request can be approved. A subcontractor/service identified on any Pennsylvania Department of Labor and Industry Worker Protection and Labor Law Non-Compliance List will not be approved.

The Pennsylvania Department of Labor and Industry has created a public list of businesses that have been found to be non-compliant with Pennsylvania state labor and workforce safety law which will be published on its public-facing website. The link to the Department of Labor and Industry’s website is: www.dli.pa.gov/Pages/Non-Compliance-List.aspx.

Questions regarding inclusion on the list should be directed to the appropriate bureau with the Department of Labor and Industry.

Special Provision: C164B - a07000 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

106.10(a) Buy America Provisions. Revise last paragraph to read as follows:

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.

106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

http://www.dli.pa.gov/Pages/Non-Compliance-List.aspx

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2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals, plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass, lumber, or drywall

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

Special Provision: C172A - a07010 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876

SECTION 107—LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

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Section 107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS. Revise to read as follows:

107.28 EROSION AND SEDIMENT POLLUTION CONTROL PLANS AND PERMITS—Install and maintain erosion and sediment (E&S) pollution control devices as indicated or submit an alternate plan for accomplishing equal or better temporary and permanent erosion and water pollution control. If an alternate plan is submitted, do not start work until the plan is approved by the County Conservation District and the Department. If a National Pollutant Discharge Elimination System (NPDES) Permit is involved, do not start work until the plan is approved by the DEP or the authorized County Conservation District and the Department. Concrete clean out areas, either contractor designed or indicated within the contract documents, are incidental to the contract items.

When a general or individual NPDES Permit is involved:

At the preconstruction conference, submit a Preparedness, Prevention and Contingency (PPC) Plan and identify a licensed professional (Professional Engineer, Geologist, Land Surveyor or Landscape Architect) registered in the Commonwealth and if applicable, their designee to be present onsite and responsible for implementing critical stages of the

Do not start earth disturbance activities until an environmental preconstruction meeting is held with DEP or delegated CCD.

Conduct confirmation testing for infiltration, if applicable, as specified in Section 876.

Within 14 days of completing the construction of a post-construction stormwater management (PCSM) stormwater control measure (SCM) as determined by the licensed professional or designee, submit a completed Chapter 102 SCM Construction Certification Form for each PCSM SCM to the Representative through PPCC. Form CS-102 has information required to complete the Chapter 102 Form(s). Ensure the General Project and SCM Information, Construction Information, and Licensed Professional Certification sections are completed by the identified licensed professional responsible for overseeing the critical stages of the approved PCSM plan.

Prepare an as-built (record) PCSM Plan to be sealed and signed by the identified licensed professional registered in the Commonwealth. All construction survey, plan preparation, and engineering required for the as-built (record) PCSM Plan will be incidental to the contract items. The as-built (record) PCSM Plan must accurately reflect deviations from the approved PCSM Plan including, but not limited to, plan locations, dimensions, inverts/elevations, materials used and grading. Update the as-built (record) PCSM Plan as construction of the project’s PCSM features progresses. Have the identified licensed professional immediately notify the Representative of all deviations from the approved PCSM Plan. Deviations to the approved PCSM Plan must be submitted for approval. Assist with the determination and documentation if the as-built deviations require a permit amendment or if the PCSM features must be removed and replaced as indicated on the PCSM Plan.

Assist the Representative in performing visual site inspections weekly and after each precipitation event greater than 0.25 inches to ensure the project's E&S Best Management Practices (BMPs) are functioning properly. Immediately initiate corrective actions, at no additional cost to the Department, upon notification by the Representative of noncompliance with the provisions of this section that the Representative has determined requires immediate corrective action under Department policies. For all other notifications of noncompliance, initiate corrective actions within 24 hours. Failure or refusal to promptly comply with such notice upon receipt may, at the Department’s sole discretion, result in: the withholding payment of estimates for work completed until the requirements of the E&S Plan are met, assessment of E&S noncompliance liquidated damages as specified in Section 108.07(d) or issuance of a written order stopping all or part of the work until the corrective action has been taken and the requirements of the E&S Plan are met. No claims for extension of time, costs, or damages arising from, related to, or based upon such notices of noncompliance or stop orders will be granted, paid, or considered.

Nothing in this Section shall be interpreted to relieve the Contractor of its obligation to fully and timely comply with all applicable laws and any permits for the project. The time periods set forth in this Section do not supersede any more stringent time periods required by applicable laws or permits for the project.

If corrective action or noncompliance with the provisions of this Section result from design errors/omissions or a precipitation event exceeding the design storm criteria as specified in applicable Department publications; the cost and/or time required for the performance of the corrective actions for noncompliance notices or stop work orders will be considered as specified in Section 110.03 and Section 108.06, as applicable.

Utilize Department, DEP, or other authorized agency’s form(s) included in the contract or project permits unless directed otherwise by the Representative, DEP, the County Conservation District or other authorized regulatory agency.

For the purpose of determining compliance with the provisions of this section, “substantial completion” will be considered to have been attained when all of the following project milestones have been reached:

approved Post Construction Stormwater Management (PCSM) Plan.

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Either a semi-final or final inspection has been performed, physical work is complete, and an Environmental Commitments and Mitigation Tracking System (ECMTS) Sheet has been executed if applicable to the project.

Earth disturbance activity has been permanently stabilized and sufficient vegetative growth has been achieved to meet permit conditions (uniform 70% perennial vegetative cover) and agreed to by DEP or delegated CCD.

Installation of PCSM SCMs have occurred if applicable. Upon completion of PCSM conversions and facilities, the County Conservation District must approve the removal of all remaining E&S BMPs.

Once a project with a general or individual NPDES Permit has reached substantial completion, submit to the Representative a DEP Notice of Termination (NOT) Form ensuring Sections 2, 3, 4, 7 and 8, are fully executed. The NOT is to be accompanied by the required as-built (record) PCSM Plan, the final certification by the licensed professional and the Contractor’s executed portion of the ECMTS Construction Tracking Signature Sheet.

SECTION 871—SEDIMENT TRAP – RISER

Section 871.1 DESCRIPTION. Revise to read as follows:

871.1 DESCRIPTION—This work is the construction, maintenance, and removal and/or conversion of riser type sediment trap to a permanent stormwater control measure area.

Section 871.3 CONSTRUCTION. Revise to read as follows:

871.3 CONSTRUCTION—As shown on the Standard Drawings, at the location indicated or directed, and as follows:

As specified in Section 201.3, clear and grub the storage area and embankment foundation area site. Excavate the key trench for the full length of the embankment (when located in permanent stormwater control measure area). Install the outlet protection, outlet pipe with the anti-seep collar attached (where indicated), and outlet structure at the location indicated.

When indicated, construct the temporary riser pipe assembly, as specified in Section 874.3.

When a concrete anti-seep color is specified, construct collar as specified in the applicable parts of Section 1001.3.

When the sediment trap is located in a permanent stormwater control measure area and a concrete outlet structure is indicated, construct concrete outlet structure as specified in Section 875.3.

Construction of the embankment before placing the pipe is not required. Do not use coarse aggregate as backfill material around the pipe. Backfill the pipe with suitable embankment material to prevent embankment leakage along the pipe. Construct outlet protection of the type indicated at outlet end of pipe, as specified in Section 851.3. Place the embankment material, as specified in Section 206.3.

When required, obtain borrow excavation for the formation of the embankment, as specified in Section 205. Apply seeding and soil supplements, as specified in Section 804.3.

Mulch, if required, as specified in Section 805.3.

Install and maintain cleanout stake as required, as indicated, or as directed.

Inspect sediment trap after each runoff event to assure that it continues to function properly. Remove accumulated sediment as specified in Section 861.3 and repair as required or as directed.

When the tributary area to the sediment trap is stabilized or the sediment trap is no longer required, or if otherwise directed, satisfactorily recondition the site as follows:

Temporary Sediment Trap: Fill in excavated areas, removing embankments, riser pipe assemblies, outlet pipe, and anti-seep collars, or as directed. Restore the areas as specified in Section 105.14. Satisfactorily dispose of removed materials.

Sediment Trap Located in a Permanent Stormwater Control Measure Area: Perform conversion of the temporary sediment trap to a permanent Stormwater Control Measure according to the sequence in the approved Post Construction Stormwater Management Plan. Typical activities include, but are not limited to, grading to final basin elevations; removing temporary orifice covers and stand pipes; applying permanent vegetative stabilization; and satisfactorily disposing of removed materials. For infiltration Stormwater Control Measures, confirmation testing for infiltration is required, as specified in Section 876.

SECTION 872—SEDIMENT BASIN

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Section 872.1 DESCRIPTION. Revise to read as follows:

872.1 DESCRIPTION—This work is the construction, maintenance, and removal and/or conversion of A sediment basin to a permanent stormwater control measure area.

Section 872.3 CONSTRUCTION. Revise to read as follows:

872.3 CONSTRUCTION—As shown on the Standard Drawings, at the location indicated or directed, and as follows:

As specified in Section 201.3, clear and grub the storage area and embankment foundation area site. Excavate the key trench for the full length of the embankment. Excavate the emergency spillway as indicated. Install the outlet protection, outlet pipe with the anti-seep collar attached, and outlet structure at the location indicated.

When indicated, construct the temporary riser pipe assembly, as specified in Section 874.3.

When concrete anti-seep collar is specified, construct collar as specified in the applicable parts of Section 1001.3.

When the sediment basin is located in a permanent stormwater control measure area and a concrete outlet structure is indicated, construct concrete outlet structure as specified in Section 875.3.

Construction of the embankment and trench before placing the pipe is not required. Do not use coarse aggregate as backfill material around the pipe. Backfill the pipe with suitable embankment material to prevent embankment leakage along the pipe. Construct outlet protection of the type indicated at outlet end of pipe, as specified in Section 851.3. Place the embankment material, as specified in Section 206.3. If required, obtain borrow excavation for the formation of the embankment, as specified in Section 205. Apply seeding and soil supplements, as specified in Section 804.3. Mulch, if required, as specified in Section 805.3.

Install and maintain cleanout stake as required, as indicated, or as directed.

Inspect sediment basin after each runoff event. Remove accumulated sediment as specified in Section 861.3 and repair as required or as directed.

When the tributary area to the sediment basin is stabilized, or the basin is no longer required, or when directed, satisfactorily recondition the site as follows:

Temporary Sediment Basin: Fill in excavated areas, removing embankments, riser pipe assemblies, corrugated metal pipe, and anti-seep collars, or as directed. Restore the areas as specified in Section

105.14. Satisfactorily dispose of removed materials.

Sediment Basin Located in a Permanent Stormwater Control Measure Area: Perform conversion of the temporary sediment basin to a permanent Stormwater Control Measure according to the sequence in the approved Post Construction Stormwater Management Plan. Typical activities include, but are not limited to, grading to final basin elevations; removing temporary orifice covers and stand pipes; applying permanent vegetative stabilization; and satisfactorily disposing of removed materials. For infiltration Stormwater Control Measures, confirmation testing for infiltration is required, as specified in Section 876.

SECTION 875—CONCRETE OUTLET STRUCTURE

Section 875.1 DESCRIPTION. Revise to read as follows:

875.1 DESCRIPTION—This work is construction of a permanent concrete outlet structure for a stormwater control measure area and where applicable, the conversion to and from a temporary sediment trap or sediment basin.

Add the following new Section:

SECTION 876—INFILTRATION TESTING

876.1 DESCRIPTION—This work is for confirmation testing during construction for infiltration capacity of Post Construction Stormwater Management (PCSM) Stormwater Control Measures (SCMs).

876.3 CONSTRUCTION—Perform infiltration testing upon reaching the final elevation of the PCSM SCM’s infiltration surface as identified on the approved PCSM Plan. For surface PCSM SCMs, the infiltration surface is normally the bottom elevation before applying final vegetative stabilization (e.g., surface infiltration basin, vegetated swale) or an engineered soil mix (e.g., bioinfiltration).

For subsurface PCSM SCMs (e.g., infiltration trench), the infiltration surface is the bottom elevation before placing stone or other media. All contributing drainage areas to the PCSM SCM must receive permanent stabilization or otherwise adequately protected, as determined by the identified licensed professional, before exposing the infiltration surface. Conduct tests:

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Within 4 days of completing grading to the final elevation of the infiltration surface, unless delayed by weather, in which case testing must be conducted at the earliest practicable time when weather conditions are satisfactory.

No sooner than 24 hours after rainfall exceeding 0.5 inches in a 24-hour period. Do not perform a test until the infiltration surface is free of standing water.

Acceptable infiltration test methods are as follows:

Double ring infiltrometer. Perform tests according to either:

Protocol 1 (Methodology for Double-Ring Infiltrometer Field Test) in Appendix C of the Pennsylvania Stormwater Best Management Practices Manual, as amended; or

ASTM D3385 (Standard Test Method for Infiltration Rate of Soils in Field Using Double-Ring Infiltrometer).

Single ring infiltrometer. Perform tests according to ASTM D5126, Section 4.1.2.1, and according to manufacturer’s recommendations for the type of single ring test used.

Modified Philip Dunne infiltrometer. Perform tests according to ASTM D8152 (Standard Practice for Measuring Field Infiltration Rate and Calculating Field Hydraulic Conductivity Using the Modified Philip Dunne Infiltrometer Test).

If any of the above test methods were used in the design of the PCSM SCM, that same method must be used for confirmation testing.

Locate the test sites evenly across the infiltration area. The number of tests at each SCM location are noted in Table 1.

TABLE 1

Minimum Number of Tests by Infiltration Surface Area

Testing Method infiltration Surface Area (ft2) < 2,500 2,500 - 4,999 5,000 - 9,999 > 10,000

Double-Ring Infiltrometer 3 4 5 1 per 2,000 ft2

(15 max.)

Single-Ring Infiltrometer 5 6 8 1 per 1,250 ft2

(20 max.)

Philip Dunne Infiltrometer 5 6 8 1 per 1,250 ft2

(20 max.)

Infiltration testing must be conducted by, or under the direct supervision of, one of the following:

Soil Science Society of America (SSSA) Certified Professional Soil Scientist (CPSS)

Professional member of the Pennsylvania Association of Professional Soil Scientists (PAPSS)

Licensed Professional Geologist with professional experience and education in soil science

Licensed Professional Engineer (PE) with experience in soils and infiltration in Pennsylvania

Submit qualifications of the professional responsible for conducting or supervising infiltration testing to the Representative before the start of testing. Provide the Representative with a minimum of 2 days’ advance notice before testing.

Sediment traps and sediment basins that are converted to PCSM infiltration SCMs must achieve an infiltration rate greater than or equal to 80% of the design infiltration rate. If the infiltration SCM fails to meet 80% of the design infiltration rate, the identified licensed professional will determine if the ponding time will exceed 20% of the design ponding time. If the ponding time is exceeded by more

September 16, 2026 12:36:42 PM Page 22 of 53 than 20%, the identified licensed professional must submit a remediation plan to the Representative through

Confirmation testing must also be performed for any other PCSM infiltration SCM in which the infiltration surface is not protected as indicated in the PCSM Plan. In such cases, all confirmation testing and any required retesting must be performed at the Contractor’s expense.

Within 3 business days after completing testing for each PCSM SCM, submit results to the Representative and the Licensed Professional responsible for implementing critical stages of the PCSM Plan according to Section 107.28. The results must be presented in a Construction Confirmation Testing for Infiltration Capacity Report containing the following:

Identification of the PCSM SCM tested

Date and time of testing

Number of tests performed and testing method(s) used

Plan showing the locations of tests

Photos of tests (minimum one photo per test)

Test results with a unique ID for each test

Comparison of test results with the design infiltration rates

Name, contact information (company, address, email, and phone number), and qualifications of the person(s) who conducted the testing

Signed statement of certification by the qualified person(s) that they performed or had direct oversight of the testing

Proceed with final PCSM SCM construction and stabilization only after written authorization by the…