SD HIGHWAY 73apps.sd.gov/HC65C2C/EBS/lettings/electronicplans/... · DAKOTA p 0073(079)12 Section B...

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DESIGN DESIGNATION

IN MARTIN

V 45 AADT (2017) 2522 AADT (2041) 2963 DHV 350 D 51% DHVT% 4.2% ADTT% 9.2%

MARTIN E TO JCT 73/18

V 65 AADT (2017) 1172 AADT (2042) 1377 DHV 162 D 51% DHVT% 8.7% ADTT% 19.1%

From JCT 018/73 To ECL

V 65 AADT (2017) 548 AADT (2042) 644 DHV 76 D 51% DHVT% 6.4% ADTT% 14%

STORM WATER PERMIT Not Required

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STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION

PLANS FOR PROPOSED

PROJECT NH 0018(200)148 & P 0073(79)12

US HIGHWAY 18 & SD HIGHWAY 73 BENNETT COUNTY

MILL & AC RESURFACING, AC SURFACING, ADA CURB RAMP UPGRADES, PIPE WORK,

TRAFFIC SIGNAL UPGRADES AND ROW PLANS PCN 04WT & 07T3

EQUATION END EXCEPTION R37W

Station 649+37.9 Bk= BEGIN EXCEPTION Station a 0+00 Ah Station a 12+06 R36W

R35W

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32 33 34

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16 15

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R36W R35W

BEGIN NH 0018 200 148 Station -2+00 = Station 0+00 on NH 0018(54)148 located 32.88 feet South of the Northwest corner of Section 20 - Township 37 North - Range 37 West of the 6th P.M. MRM 148.88+0.024

BEGIN P 0073 079 12 Station 0+00 MRM 12.62 + 0.265

END P 0073 079 12 Station 14+00 MRM 12.00 + 0.3355 Gross Length 139,704.04 Feet

Length of Exceptions

Net Length

59,978.55 Feet

79,725.49 Feet

26.459 Miles

11.360 Miles

15.099 Miles

Station b 612+00

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35 36 II 31

II VET AL

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D 14

26 30 29

EQUATION Station a 607+82.35 Bk= Station b 607+97.8 Ah

16

R34W

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15

R34W

26

STATE OF SOUTH

DAKOTA

Plotting Date:

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NH 0018(200)148 P 0073(079)12

06/29/2020 Revised 3/28/19(BT)

INDEX OF SECTIONS Section A: Estimate of Quantities and

Environmental Commitments

Section B: Grading Plans

Section C: Traffic Control Plans

Section D: Erosion and Sediment Control Plans

Section F: Surfacing Plans

Section L: Signal and Lighting Plans

Section M: Pavement Marking Plans

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294 ST

R33W

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END NH 0018 200 148 Station b 7 45+66.14 = Station 7 45+66.14 on 04XH located 427. 78 feet South and 980.62 feet West of the Northeast corner

TOTAL SHEETS

of Section 4 - Township 37 North - Range 33 West of the 6th P.M. MRM 175.00+0.8248

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF I PROJECT I TOTAL 1-----------,---,-----1 SHEET SHEETS

SOUTH I NH 0018(200)148 I DAKOTA p 0073(079)12

Section B - Grading NH 0018(200)148 PCN 04WT

BID ITEM ITEM

NUMBER QUANTITY UNIT

009E0010 Mobiliz.alion Lump Sum LS

009E3220 Reestablish Right-of-Way and Property Corner 169 Each

009E3225 Reestabl'ish Public l and Survey System Corner 12 Each

009E4200 Construction Schedule, Category II Lump Sum LS

110E0300 Remove Concrete Curb and/or Gutter 455 Fl

110E0420 Remove Drop Inlet Frame and Grate Assembly 6 Each

110E0600 Remove Fence, 1,340 Fl

110E1050 Remove Asphalt Concr&te Approach Pavement 58.4 SqYd

110E1100 Remove Concrete Pavement 33.6 SqYd

110E1130 Remove Concrete Driveway Pavement 92.5 SqYd

110E1140 Remove Concrete Sidewalk 114.0 SqYd

1110E7500 Remove Pipe for R&sel 42 Fl

110E7510 Remove Pipe End Section for Resel 6 Each

110E7802 Remove Fence, for Reset 424 Fl

120E0600 Contractor Furnished Borrow Excavation 93 CuYd

380E3540 8" PCC Approach Pavement 118.9 SqYd

380E4050 8" PCC Fi llet Section 290.8 SqYd

450E0102 12" RCP Class 2, Furnish 80 Fl

450E01 10 12" RCP, Install 80 Fl

* 450E8900 Cleanout Pipe Culvert 2 Each

450E9000 Reset Pipe 42 Fl

450E9001 Reset Pipe End Section 6 Each

462E0100 Class MS Concrete 3.3 CuYd

480E0100 Reinforcing Steel 697 Lb

620E0020 Type 2 Right-of-Way Fence 2,340 Fl

620E0510 Type 1 Temporary Fence 200 Fl

620E1020 2 Post Panel 38 Each

620E1030 3 Post Panel 3 Each

620E4100 Reset Fence 424 Fl

650E0060 Type B66 Concrete Curb and Guller 50 Fl

650E1080 Type F68 Concrete Curb and Gutter 51 Fl

650E4680 Type P8 Concrete Gutter 112 Fl

651E0040 4" Concrete Sidewalk 1,289 SqFI

651E0080 8" Concrete Sidewalk 529 SQFI

651E7000 Type 1 Detectable Warnings 168 SQFI

651E7010 Type 2 Detectable Warnings 12 SQFI

670E1200 Type B Frame and Grate Assembly 5 Each

670E5200 Specia l Frame and Grate Assembly 6 Each

670E5400 Precast Drop Inlet Collar 5 Each

670E6000 Adjust Drop lin let 5 Each

720E1010 PVC Coated Bank and Channel ProteC1ion 12.0 CuYd Gabion

BID ITEM NUMBER

ITEM QUANTITY UNIT

831E0110 TypeBDrainage Fabric 38 SqYd

* - Denotes Non-Partic:;ipatin~

BID ITEM NUMBER

634E0010

634E0020

634E0110

6341:0120

634E0275

634E0420

634E0600

634E0630

634E2000

634E2015

BID ITEM NUMBER

634E0010

634E0020

634E0110

634E0120

634E0275

634E0420

634E0630

Section C - Traffic Control NH 0018(200)148 PCN 04WT

ITEM QUANTIITY

Flagging 1,512.0

Pilot Car 756.0

Traffic Control Signs 1,487.1

Traffic Control, Miscellaneous Lump Sum

Type 3 Barricade 10

Type C Advance Warning Arrow Board 2

4" Temporary Pavement Marking Tape Type I 1,852

Temporary Pavement Marking 63.7

Longitudinal Pedestrian Barricade 84

Temporary Pedestrian Access Route Lump Sum

P 0073(79)12 PCN 07T3

ITEM QUANTITY

Flagging 432.0

Pilot Car 216.0

Traffic Control Signs 552.8

Traffic Control, Miscellaneous Lump Sum

Type 3 Barricade 2

Type C Advance Warning Arrow Board

Temporary Pavement Marking 6.6

UNIT

Hour

Hour

SqFt

LS

Each

Each

Fl

Mile

Fl

LS

UNIT

Hour

Hour

SQFl

LS

Each

Each

Mile

Plotting Date: 07/20/2020 Rev 7/20/20 (RG)

INDEX OF SHEETS

A1 to A3

A4 to AS

Estimate of Quantities for Sections B, C, D, F, L, and M Environmental Commitments

Section D - Erosion and Sediment Control NH 0018(200)148 PCN 04WT

BID DTEM ITEM QUANTITY

NUMBER

11 0E 1690 Remove Sediment 7.3

11 0E1695 Remov,e Sediment Filter Bag 264

110E1700 Remove Silt Fence 250

730E0206 Type D Permanent Seed Mixture 14

730E0251 Special Pennanent Seed Mixture 1 26

734E0044 Soil Stabilizer 1.0

734E0103 Type 3 Erosion Control Blanket 250

734E0154 12" Diameter Erosion Control Wattle 1,000

734E0165 Remove and Reset Erosion Control Wattle 250

734E0180 Sediment Filter Bag 264

734E0604 High Flow Si lt Fence 1,000

734E0610 Mucking Silt Fence 7

734E0620 Repair Silt Fence 250

734E0845 Sediment Control at Inlet with Frame and Grate 11

SPECIFICATIONS

UNIT

CuYd

fl

ft

Lb

Lb

Acre

SQYd

ft

ft

ft

ft

CuYd

ft

Each

Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_RO_J,-EC_T--,-------11 SHEET I TOTAL SHEETS

SOUTH I NH 0018(200)148 l,___....,I __ __, DAKOTA p 0073(079)12

Section F - Surfacing NH 0018(200)148 PCN 04WT

BID ITEM NUMBER

ITEM

009E3250 Miscellaneous Staking

009E3300 Three Man Survey Crew

009E3320 Checker

110E0135 Remove Delineator

120EOO 1 O Unclassified Excavation

120E0100 Unclassified Excavation, Digouts

.260E1010 Base Course

320E1800 Asphalt Concrete Blade Laid

3201:7012 Grind 12" IRumble Strip or Stripe in Asphalt Concrete

330E0100 SS-1h or CSS-1 h Asphalt for Tack

330E0210 SS-1h or CSS-1h Asphalt for Flush Seal

330E2000 Sand for Flush Seal

332E0010 Cold Milling Asphalt Concrete

600E0300 Type Ill Field Laboratory

632E2022 4"x4" White Delineator Back to Back with 1.12 Lb/Ft Post

'900E0010 Refurbish Single Mailbox

'900E0012 Refurbish Double Mailbox

900E1980 Storage Unit

Alternate A IBID ITEM NUMBER

ITEM

* 260E6000 Granular Materiall , Furnish

* 270E0200 Blend, Haul , and Stockpile Granular Material

320E0005 PG 58-34 Asphalt Binder

320E1203 Class Q3R Hot Mixed Asphalt Concrete

320E4000 Hydrated Lime

* • Denotes Non•P·articipating

QUANTITY UNIT

15.097 Mile

40.0 Hour

Lump Sum LS

310 Each,

118 CuYd

755 CuYd

3,243.8 Ton

2,330.6 Ton

29.3 Mile

189.1 Ton

77.0 Ton

828.0 Ton

289,418 SqYd

Each,

310 Each

6 Each

4 Each

Each

QUANTITY UNlli

5,432.9 Ton

10,865.8 Ton

2,416.6 Ton

48,235.6 Ton

502.1 Ton

Alternate B

BID ITEM ITEM

NUMBER

* 260E6000 Granular Material, Fumish

* 270E0200 Blend, Haul, and Stockpile Granu lar Material

320E0005 PG 58-34 Aspha lt Binder

320E1203 Class 03R Hot Mixed Asphalt Concrete


* • Denotes Non-Participating

P 0073(79)12 PCN 07T3

BIID ITEM

NUMBER ITEM

009E0010 Mobilization

009E3250 Miscellaneous Staking

009E3300 Three Man Survey Crew

009E3320 Checker

120E0100 Unclassified Excavation, Digouts

260E1010 Base Course

320E1800 Asphal t Concrete Blade Laid

330E0100 SS-1h or CSS-1 h Asphalt for Tack

330E0210 SS-1 h or CSS-1 h Asphalt for Flush Seal

330E2000 Sand for Flush Seal

332E0010 Cold Milling Asphalt Concrete

Alternate A

BID ITEM ITEM

NUMBER

* 260E6000 Granular Material, Furnish

* 270E0200 Blend, Haul, and Stockpile Granular Material

320E0005 PG 58-34 Asphalt Binder

320E1203 Class Q3R Hot Mixed Asphalt Concrete



QUANTITY UNIT

5,086.1 Ton

10,172.2 Ton

1,959.0 Ton

49,484.6 Ton

508.6 Ton

QUANTITY UNIT

Lump Sum LS

0.261 Mile

20 .0 Hour

Lump Sum LS

13 CuYd

26.1 Ton

78 .3 Ton

5.8 Ton

1.7 Ton

26.9 Ton

7,557 SqYd

Ql!JANrTITY UNIT

626.3 Ton

1,252.•6 Ton

45.2 Ton

844.7 Ton

9.2 Ton

BID ITEM NUMBER

* 260E6000

* 270E0200

320E0005

320E1203

320E4000

Plotting Date: 07/20/2020

Alternate B

ITEM

Granular Material, Furnish

Blend, Haul, and Stockpile Granular Material

PG 58-34 Asphalt Binder

Class Q3R Hot Mixed Asphalt Concrete

Hydrated Lime


Rev 07/20/20 (RG)

QUANTITY UNIT

620.1 Ton

1.240.2 Ton

36.0 Ton

866.9 Ton

9.4 Ton

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A3 A5ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_RO_J,-EC_T--,-------11 SHEET I TOTAL SHEETS



Section L - Signal and Lighting Section M - Pavement Marking 0

NH 0018(200)148 PCN 04WT NH 0018(200)148 PCN 04WT 0

"' BID ITEM

ITEM QUANTITY UNIT NUMBER

BID ITEM ITEM QUANTITY UNIT

NUMBER

110E1520 Remove Signal Equipment Lump Sum LS 633E0010 Cold Applied Plastic Pavement Marking, 4" 13,255 Ft

110E1530 Remove Signal Pole Footing 4 Each 633E0020 Cold Applied Plastic Pavement Marking , 8" 240 Fl

110E5105 Salvage Luminaire 4 Each 633E0030 Cold Applied Plastic Pavement Marking, 24" 698 Ft

635E2140 Signal Pole with 40' Mast Arm and Luminaire Arm 2 Each 633E0040 Cold Applied Plastic Pavement Marking, Arrow 5 Each

635E2145 Signal Pole with 45' Mast Arm and Luminaire Arm 1 Each 633E1200 High Build Waterborne Pavement Marl<ing Paint, 794 Gal

635E2150 Signal Pole with 50' Mast Arm and Luminaire Arm Each White

633E1205 High Build Waterborne Pavement Marl<ing Paint. 200 Gal 635E3700 Roadway Luminaire, LED with Photoelectric Cell 4 Each Yellow

635E4030 3 Section Vehicle Signal Head 16 Each 633E5000 Grooving for Cold Applied Plastic Pavement 13,255 Ft

635E5030 3' Diameter Footing 48.0 Ft Marking. 4•

633E5005 Grooving for Cold Applied Plastic Pavement 240 Ft 635E5301 Type 1 Electrical Junction Box 3 Each Markina, s· 635E5302 Type 2 Electrical Junction Box 3 Each 633E5015 Grooving for Cold Applied Plastic Pavement 698 Ft

635E5303 Type 3 Electrical Junction Box Each Markino, 24"

633E5025 Grooving for Cold Applied Plastic Pavement 5 Each 635E5405 Electrical Service Cabinet with Secondary Each Markina Arrow

Disconnect 635E5430 Traffic Signal Controller 1 Each

635E5515 Battery Backup System for Traffic Signal 1 Each P 0073(79)12 PCN 07T3 635E5520 Video Detection System 1 Each C:

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635E5562 Siren Emergency Vehicle Preemption System 1 Each

635E5880 Accessible Pedestrian Signal 8 Each

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BID ITEM C: 0

ITEM QUANTITY UNIT ts NUMBER " (/)

"' 635E5910 Pedestrian Push Button Pole 8 Each

635E5922 Pedestrian Signal Head with Countdown Timer 8 Each

* 633E0010 Cold Applied Plastic Pavement Marking, 4" 3,490 Ft z

~ 633E0020 Cold Applied Plastic Pavement Mar1<ing, 8" 275 Ft " 0

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635E5930 Pedestrian Crossing Sign 8 Each

635E8120 2" Rigid Conduit, Schedule 40 610 Ft

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633E0030 Cold Applied Plastic Pavement Mar1<ing, 24" 30 Ft " ~ 0.

633E0040 Cold Applied Plastic Pavement Mar1<ing, Arrow 2 Each ~

635E8140 4" Rigid Conduit , Schedule 40 30 Ft 633E0050 Cold Applied Plastic Pavement Marl<ing, Message Word

635E8220 2" Rigid Conduit , Schedule 80 175 Ft " 633E5000 Grooving for Cold Applied Plastic Pavement 3,490 Ft II:

635E8230 3" Rigid Conduit , Schedule 80 280 Ft Markina. 4"

635E9016 1/C #6 AWG Copper Wire 3,885 Ft 633E5005 Grooving for Cold Applied Plastic Pavement 275 Ft

635E9502 2/C #14 AWG Copper Tray Cable , K2 1,355 Ft Markina, 8"

633E5015 Grooving for Cold Applied Plastic Pavement 30 Ft 635E9504 4/C #14 AWG Copper Tray Cable , K2 705 Ft Markina. 24"

635E9526 26/C #14 AWG Copper Tray Cable, K2 640 Ft 633E5025 Grooving for Cold Applied Plastic Pavement 2 Each Markina. Arrow

635E9710 2/C #10 AWG Copper Pole and Bracket Cable 260 Ft 633E5035 Grooving for Cold Applied Plastic Pavement Word Markina Messaae

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_R_OJ.,-EC_T--,--------11 SHEET I TOTAL SHEETS


ENVIRONMENTAL COMMITMENTS

The SDDOT is committed to protecting the environment and uses Section A Environmental Commitments as a communication tool for the Engineer and Contractor to ensure that attention is given to avoid , minimize, and/or mitigate an environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency with permitting authority can delay a project if identified environmental impacts have not been adequately addressed. Unless otherwise designated, the Contractor's primary contact regarding matters associated with these commitments will be the Project Engineer. These environmental commitments are not subject to change without prior written approval from the SDDOT Environmental Office.

Additional guidance on SDDOT's Environmental Commitments can be accessed through the Environmental Procedures Manual found at: http://www.sddot.com/resources/Manuals/EnvironProcManual.pdf

For questions regarding change orders in the field that may have an effect on an Environmental Commitment, the Project Engineer will contact the Environmental Office at 605-773-3098 or 605-773-4336 to determine whether an environmental analysis and/or resource agency coordination is necessary.

COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES

COMMITMENT B2: WHOOPING CRANE

The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight.

Action Taken/Required:

Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pits, or staging areas associated with the project, cease construction activities in the affected area until the Whooping Crane departs and immediately contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS.

COMMITMENT C: WATER SOURCE

The Contractor will not withdraw water with equipment previously used outside the State of South Dakota or previously used in aquatic invasive species waters within South Dakota without prior approval from the SDDOT Environmental Office. Thoroughly wash all construction equipment to prevent and control the introduction and spread of invasive species into the project vicinity.

The Contractor will not withdraw water directly from streams of the James, Big Sioux, and Vermillion watersheds without prior approval from the SDDOT Environmental Office.


The Contractor will obtain the necessary permits from the regulatory agencies such as the South Dakota Department of Environment and Natural Resources (DENR) and the United States Army Corps of Engineers (USAGE) prior to water extraction activities.

Additional information and mapping of Aquatic Invasive Species in South Dakota can be accessed at: http://sdleastwanted.com/maps/default.aspx.

COMMITMENT D: WATER QUALITY STANDARDS

COMMITMENT D1: SURFACE WATER QUALITY

The tributaries are classified as fish and wildlife propagation, recreation , irrigation, and stock watering waters . Because of these beneficial uses, special construction measures may have to be taken to ensure that this water body is not impacted.


The Contractor is advised that the South Dakota Surface Water Quality Standards, administered by the South Dakota Department of Environment and Natural Resources (DENR), apply to this project. Special construction measures will be taken to ensure the above standard(s) of the surface waters are maintained and protected.

COMMITMENT D2: SURFACE WATER DISCHARGE

The DENR General Permit for Temporary Discharge is required for temporary dewatering and discharges to waters of the state . The effluent limit for total suspended solids will be 90 mg/L 30-day average. The effluent limit applies to discharges to all waters of the state except discharges to waters classified as cold water permanent fish life propagation waters according to the ARSD 74:51 :01 :45. For discharges to waters of the state classified as cold water permanent fish life propagation waters, the effluent limit for total suspended solids will be 53 mg/L daily maximum.

The permittee has the option of completing effluent testing or implementing a pollution prevention plan for compliance with this permit. If the permittee develops a pollution prevention plan instead of total suspended solids sampling, the plan must be developed and implemented prior to discontinuing total suspended solids sampling. Refer to section 3.0 of the permit. If any pollutants are suspected of being discharged, a sample must be taken for those parameters listed in section 2.2 of the permit.

Refer to Commitment 01: Surface Water Quality for stream classification.



If construction dewatering is required , the Contractor will obtain the General Permit for Temporary Discharge Activities from the DENR Surface Water Program, 605-773-3351. http://denr.sd.gov/des/sw/swgformsandpermits.aspx

The Contractor will provide a copy of the approved permit to the Project Engineer prior to proceeding with any dewatering activities. The approved permit must be kept on-site and as part of the project records.

Effluent monitoring, as a result of dewatering activities, will be summarized for each month and recorded on a separate Discharge Monitoring Report (DMR) and submitted to DENR monthly. Additional information can be found at http://denr.sd.gov/des/sw/WhatisaDMR.aspx

COMMITMENT E: STORM WATER

Construction activities constitute 1 acre or more of earth disturbance and/or work in a waterway.


The DENR General Permit for Storm Water Discharges Associated with Construction Activities is required for construction activity disturbing one or more acres of earth and work in a waterway. The SD DOT is the owner of this permit and will submit the NOi to DENR 15 days prior to project start in order to obtain coverage under the General Permit. Work can begin once the DENR letter of approval is received .

The Contractor must adhere to the "Special Provision Regarding Storm Water Discharges to Waters of the State. "

The Contractor will complete the DENR Contractor Certification Form prior to the pre-construction meeting. The form certifies under penalty of law that the Contractor understands and will comply with the terms and conditions of the permit for this project. Work may not begin on this project until this form is signed and submitted to DENR.

The form can be found at: http://denr.sd.gov/des/sw/eforms/E211 0LDV 1-ContractorCertification .pdf

The Contractor is advised that permit coverage may also be required for offsite activities , such as borrow and staging areas, which are the responsibility of the Contractor.

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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_R_OJ.,-EC_T--,--------11 SHEET I TOTAL SHEETS


COMMITMENT E: STORM WATER {continued}

Storm Water Pollution Prevention Plan

The Storm Water Pollution Prevention Plan (SWPPP) will be developed prior to the submittal of the NOi and will be implemented for all construction activities for compliance with the permit. The SWPPP must be kept on-site and updated as site conditions change. Erosion control measures and best management practices will be implemented in accordance with the SWPPP.

The Storm Water, Erosion , and Sediment Control Inspection Report Form DOT 298, will be used for site inspections and to document changes to the SW PPP. A copy of the completed inspection form will be filed with the SWPPP documents and retained for a minimum of three years.

The inspection will include disturbed areas of the construction site that have not been finally stabilized, areas used for storage materials, structural control measures, and locations where vehicles enter or exit the site. These areas will be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWPPP will be observed to ensure that they are operating correctly and sediment is not tracked off of the site.

Information on storm water permits and SWPPPs are available on the following websites :

SDDOT: http://www.sddot.com/business/environmental/stormwater/Default.aspx

DENR: http://denr.sd.gov/des/sw/stormwater.aspx

EPA: https://www.epa.gov/npdes

COMMITMENT H: WASTE DISPOSAL SITE

The Contractor will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project.


Construction and/or demolition debris may not be disposed of within the Public ROW.

The waste disposal site(s) will be managed and reclaimed in accordance with the following from the General Permit for Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources.

The waste disposal site(s) will not be located in a wetland , within 200 feet of surface water, or in an area that adversely affects wildlife , recreation , aesthetic value of an area, or any threatened or endangered species, as approved by the Environmental Office and the Project Engineer.

If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements will apply:

1. Construction and/or demolition debris consisting of concrete, asphalt concrete, or other similar materials will be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris will consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW will be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office . The Contractor will control the access to waste disposal sites not within the Public ROW with fences , gates, and placement of a sign or signs at the entrance to the site stating "No Dumping Allowed".

2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion , the waste shall be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above.

The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1 .13, and ARSD 74:27:10:06.

Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31.

All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) will be incidental to the various contract items.

COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES

The SDDOT has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all department designated sources and designated option material sources, stockpile sites, storage areas, and waste sites provided within the plans.


All earth disturbing activities not designated within the plans require a cultural resource review prior to scheduling the pre-construction meeting. This work includes, but is not limited to: Contractor furnished material sources, material processing sites, stockpile sites , storage areas, plant sites, and waste areas.

The Contractor will arrange and pay for a record search and when necessary, a cultural resource survey. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review if the site was previously surveyed ; however, a cultural resources survey may need to be conducted by a qualified archaeologist.

The Contractor will provide ARC with the following : a topographical map or aerial view of which the site is clearly outlined , site dimensions, project number, and PCN . If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site .


The Contractor will submit the cultural resources survey report to SDDOT Environmental Office, 700 East Broadway Avenue, Pierre, SD 57501-2586. SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review.

In the event of an inadvertent discovery of human remains, funerary objects , or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office to determine an appropriate course of action.

SH PO/TH PO review does not relieve the Contractor of the responsibility The Contractor is responsible for obtaining any additional permits and clearances for Contractor furnished material sources , material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways . The Contractor will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting.

COMMITMENT N: SECTION 404 PERMIT

The SDDOT has obtained a Section 404 Permit from the USACE for the permanent actions associated with this project.


The Contractor will comply with all requirements contained in the Section 404 Permit.

The Contractor will also be responsible for obtaining a Section 404 Permit for any dredge, excavation, or fill activities associated with material sources, storage areas, waste sites, and Contractor work sites outside the plan work limits that affect wetlands, floodplains, or waters of the United States.

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SD HIGHWAY 73apps.sd.gov/HC65C2C/EBS/lettings/electronicplans/... · DAKOTA p 0073(079)12 Section B...

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Transcript of SD HIGHWAY 73apps.sd.gov/HC65C2C/EBS/lettings/electronicplans/... · DAKOTA p 0073(079)12 Section B...