DAKOTA SOUTH STATE OF PROJECT SHEET SHEETS TOTAL P 0010(123)273 373 AVE 375 AVE 376 AVE 377 AVE 378 AVE 379 AVE 382 AVE 383 AVE 384 AVE 385 AVE 387 AVE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 30 29 28 27 26 23 22 21 20 18 17 16 15 14 11 10 9 8 7 6 5 3 2 1 281 10 10 10.0 3 . 0 113 ST 114 ST 117 ST 116 ST Willow Creek Lake TO LEOLA & JCT. SD 45 9.9 M C P H E R E S O N C O U N T Y Dr y Run C r ee k El m Ri v e r B R O W N C O U N T Y INDEX OF SECTIONS Section Z: Pipe Sections Section X: Cross Sections Section F: Surfacing Plans Section E: Structure Plans Section D: Erosion and Sediment Control Plans Section C: Traffic Control Plans Section B: Grading Plans Environmental Commitments Section A: Estimate of Quantities and Approx. Begin Lat,Long: 45.7214, -98.6418 Total Project Area: 6.1 Acres Area Disturbed: 4.0 Acres Body of Water: Dry Run Creek Major Receiving PROJECT STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION PLANS FOR PROPOSED BEADLE K I NGS B U R Y BR OOK I N GS HA ML I N MINER LAKE MOODY MI NN E HA H A Mc C OOK S A N B OR N HAND JERAULD AU R OR A DAV I S ON H A N S ON UN I ON L I N C OL N CLAY YANK T ON T U R N E R B ONHOMME HU T C H I N S ON DOUGLAS C HA R LE SMI X GREGORY BRULE BUFFALO TRIPP LYMAN HUGHES HYDE SULLY C OD I NGT ON CLARK GR AN T R OB E R T S MA R S HA LL DAY SPINK BROWN McPHERSON EDMUNDS FAULK POTTER WALWORTH CAMPBELL STANLEY JONES MELLETTE JACKSON HAAKON DEWEY ZIEBACH ME A D E B U TTE L A WR E N C E P E NN I NGT ON C U S T E R F A LLR I V E R BENNETT TODD D E U E L CORSON P E R K I N S HA R D I NG ADT (2015) ADT (2035) DHV D T DHV V T ADT 652 850 109 52% 5.7% 12.6% 70 mph DESIGN DESIGNATION STORM WATER PERMIT OGL A L AL A K OT A PROJECT P 0010(123)273 SD HIGHWAY 10 BROWN COUNTY PCN 03AM T 126 N T 126 N R 64 W R 65 W R 64 W R 65 W BARNARD STRUCTURES, APPROACH GRADING & ROW PLANS MRM 273.44 U:\ r d \ p r j\ b r wn03 AM\ T itl e . dgn F il e - Plotting Date: 06/05/2019 Pl o t Sca l e - 1 200 Pl o tt e d F r o m - t r p r 14341 Gross Length Miles Feet 1350.00 0.256 SD 10 (Str. 07-041-150) Gross Length Miles Feet 1873.00 0.355 SD 10 (Str. 07-071-150) Approx. Begin Lat,Long: 47.7211, -98.5790 Total Project Area: 10.3 Area Disturbed: 6.6 Body of Water: Elm River Major Receiving MRM 276.45 Structure No. 07-071-150 MRM 276.45 Structure No. 07-041-150 MRM 273.44 1 183 1 October 16, 2019
Transcript
DAKOTA
SOUTH
STATE OFPROJECT
SHEETSHEETS
TOTAL
P 0010(123)273
373
AV
E
375
AV
E
376
AV
E
377
AV
E
378
AV
E
379
AV
E
382
AV
E
383
AV
E
384
AV
E
385
AV
E
387
AV
E
123456
7 8 9 10 11 12
131415161718
19 20 21 22 23 24
252627
282930 30 29 28 27 26
23222120
18 17 16 15 14
1110987
6 5 3 2 1
281
10 1010.0
3.0
113 ST
114 ST
117 ST
116 ST
Willow Creek
Lake
TO LEOLA &
JCT. SD 45
9.9
M
C
P
H
E
R
E S
O
N
C
O
U
N
T
Y
Dry
Run Creek
Elm
River
B
R
O
W
N
C
O
U
N
T
Y
INDEX OF SECTIONS
Section Z: Pipe Sections
Section X: Cross Sections
Section F: Surfacing Plans
Section E: Structure Plans
Section D: Erosion and Sediment Control Plans
Section C: Traffic Control Plans
Section B: Grading Plans
Environmental Commitments
Section A: Estimate of Quantities and
Approx. Begin Lat,Long: 45.7214, -98.6418
Total Project Area: 6.1 Acres
Area Disturbed: 4.0 Acres
Body of Water: Dry Run Creek
Major Receiving
PROJECT
STATE OF SOUTH DAKOTA
DEPARTMENT OF TRANSPORTATION
PLANS FOR PROPOSED
BEADLE
KINGSBURY BROOKINGS
HAMLIN
MINER LAKE MOODY
MINNEHAHAMcCOOK
SANBORN
HAND
JERAULD
AURORA
DAVISON HANSON
UNION
LINCOLN
CLAY
YANKTON
TURNER
BON HOMME
HUTCHINSONDOUGLASCHARLES MIX
GREGORY
BRULE
BUFFALO
TRIPP
LYMAN
HUGHES
HYDESULLY
CODINGTONCLARK
GRANT
ROBERTSMARSHALL
DAY
SPINK
BROWNMcPHERSON
EDMUNDS
FAULKPOTTER
WALWORTH
CAMPBELL
STANLEY
JONES
MELLETTE
JACKSON
HAAKON
DEWEYZIEBACH
MEADE
BUTTE
LAWRENCE
PENNINGTON
CUSTER
FALL RIVER
BENNETT TODD
DEUEL
CORSONPERKINS
HARDING
ADT (2015)
ADT (2035)
DHV
D
T DHV
V
T ADT
652
850
109
52%
5.7%
12.6%
70 mph
DESIGN DESIGNATION
STORM WATER PERMIT
OGLALA LAKOTA
PROJECT P 0010(123)273
SD HIGHWAY 10
BROWN COUNTY
PCN 03AM
T 1
26 N
T 1
26 N
R 64 WR 65 W
R 64 WR 65 W
BARNARD
STRUCTURES, APPROACH GRADING & ROW PLANS
MRM 273.44
U:\rd\prj\brw
n03
AM\Title.d
gn
File -
Plotting Date: 06/05/2019
Plot Scale -
1:2
00
Plotted Fro
m -
trpr1
4341
Gross Length MilesFeet1350.00 0.256
SD 10 (Str. 07-041-150)
Gross Length MilesFeet1873.00 0.355
SD 10 (Str. 07-071-150)
Approx. Begin Lat,Long: 47.7211, -98.5790
Total Project Area: 10.3
Area Disturbed: 6.6
Body of Water: Elm River
Major Receiving
MRM 276.45
Structure No. 07-071-150
MRM 276.45
Structure No. 07-041-150
MRM 273.44
1 183
1October 16, 2019
A1 A5I STATE OF I PROJECT I TOTAL
l------------i...:::SH:.:.:E:ET:.._j.2!SH~E~ET~S--I SOUTH 1·
1 DAKOTA p 0010(123)273 ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS Section B - Grading
BID ITEM ITEM
NUMBER QUANTITY UNIT
BID ITEM ITEM
009E0010 Mobilization Lump Sum LS NUMBER
009E3220 Reestablish Right-of-Way and Property Corner 29 Each 450E5407 18" CMP Safety End, Install
009E3225 Reestablish Public Land Survey System Corner 6 Each 450E5410 24" CMP Safety End, Furnish
Estimate of Quantities for Sections B, C, D, E, and F Environmental Commitments
Section D - Erosion and Sediment Control
BID ITEM ITEM
NUMBER QUANTITY UNIT
110E1690 Remove Sediment 4.0 CuYd
110E1700 Remove Si ll Fence 268 Ft
230E0010 Placing Topsoil 7,571 CuYd
730E0100 Cover Crop Seeding 1.0 Bu
730E0251 Special Permanent Seed Mixture 1 313 Lb
732E0100 Mulching 24.0 Ton
734E0103 Type 3 Erosion Control Blanket 1,723 SqYd
734E0154 12" Diameter Erosion Control Wattle 1,390 Ft
734E0165 Remove and Reset Erosion Control Wattle 348 Ft
734E0325 Surface Roughening 1.0 Acre
734E0510 Shaping for Erosion Control Blanket 775 Ft
734E0604 High Flow Silt Fence 1,072 Ft
734E0610 Mucking Si lt Fence 75 CuYd
734E0620 Repai r Silt Fence 268 Ft
734E0630 Floating Si lt Curtain 500 Ft
734E0635 Remove and Reset Floating Silt Curtain 500 Ft
900E1320 Construction Entrance 2 Each
SPECIFICATIONS
Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.
C: C) 'O <( C: 0
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A2 A5I STATEOF I PROJECT I SHEET
TOTAL SHEETS
ENVIRONMENTAL COMMITMENTS SOUTH I P 0010(123)273 I ESTIMATE OF QUANTITIES AND DAKOTA
Plotting Date: 08/07/2019 Rev 08107/2019 BFD
Section E - Structure Structure No. 07-041-150 Structure No. 07-071-150
BIO ITEM NUMBER
ITEM QUANTITY UNIT BID ITEM NUMBER
ITEM QUANTITY UNIT
009E3310 Bridge Elevation Survey Lump Sum LS 009E3310 Bridge Elevation Survey Lump Sum LS Section F - Surfacing 009E5000 Concrete Penetrating Sealer 566.2 SqYd 009E5000 Concrete Penetrating Sealer 852.0 SqYd
250E0030 Incidental Work, Structure l ump Sum LS 250E0030 Incidental Work, Structure Lump Sum LS
BIO ITEM ITEM QUANTITY UNIT
0 410E0030 Struciural Steel, Miscellaneous Lump Sum LS 410E0030 Structural Steel, Miscellaneous Lump Sum LS
NUMBER 410E2600 Membrane Sealant Expansion Joint 75.8 Ft 410E2600 Membrane Sealant Expansion Joint 75.8 Fl
120E6200 Water for Granular Material 101 .7 MGal 420E0100 Structure Excavation, Bridge 31 CuYd 420E0100 Structure Excavation, Bridge 21 CuYd
260E1030 Base Course, Salvaged 8,458.7 Ton 430E0200 Bridge End Embankment 2,946 CuYd 420E0300 Structure Excavation, Reta ining Wa ll 5 CuYd
320E0008 PG 64-34 Asphalt Binder 198.6 Ton 430E0300 Granular Bridge End Backfill 86.2 CuYd 420E1000 Foundation Preparation , Retaining Wall 2 CuYd
320E1050 Class E Asphalt Concrete 3,425.2 Ton 430E0510 Approach $;lab Underdrain Excavation 2.8 CuYd 430E0200 Bridge End Embankment 1,630 CuYd
320E3000 Compaction Sample 6 Each 430E0700 Precast Concrete Headwall for Drain 4 Each 430E0300 Granular Bridge End Backfill 96.0 CuYd
320E7012 Grind 12" Rumble Strip or Stripe in Asphalt Concrete 0.9 Mile 460E0030 Class A45 Concrete, Bridge Deck 259.8 CuYd 430E0510 Approach Slab Underdrain Excavation 3.0 CuYd
330E0010 MC-70 Asphalt for Prime 14.2 Ton 460E0050 Class A45 Concrete, Bridge 49.3 CuYd 430E0700 Precast Concrete Headwall for Drain 4 Each
330E0100 SS-1 h or CSS-1 h Asphalt for Tack 5.9 Ton 460E0150 Concrete Approach Slab for Bridge 223.5 SqYd 460E0030 Class A45 Concrete, Bridge Deck 275.5 CuYd
330E0210 SS-1 h or CSS-1h Asphalt for Flush Sea l 2.6 Ton 460E0160 Concrete Approach Sleeper Slab for Bridge 37.9 SqYd 460E0050 Class A45 Concrete, Brid ge 119.2 CuYd
330E2000 Sand for Flush Seal 23.0 Ton 460E0500 Deck Drain, Girder Bridge 2 Each 460E0150 Concrete Approach Slab for Bridge 172.3 SqYd
t-----------i...:S::_::HE=ET:....J__JS:!;!!HE~ET~S--1 SOUTH 1· 1 1 DAKOTA p 0010(123)273 ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS
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 A: WETLANDS
All efforts to avoid and minimize wetland impacts from the project have resulted in approximately 0.393 acre of wetlands (includes temporary and permanent) becoming impacted. Refer to Section B - Grading plans for location and boundaries of the impacted wetlands.
Table of Impacted Wetlands
Perm. Perm. Temp. Temp. Total
Wetland Station
Impact Impact Impact Impact Impact No. Left Right Left Right
(Acres) (Acres) (Acres) (Acres) (Acres)
Structure 07-041-150 (Dry Run Creek)
117+75 1 to 0.010 0.056 0.019 0.130 0.215
120+00
120+70 2 to 0.011 0.006 0.010 0.010 0.037
121+00
Structure 07-071-150 (Elm River)
217+20 1 to 0.002 0.000 0.086 0.053 0.141
218+20
Action Taken/Reguired:
Mitigation is required in accordance with the "Statewide Finding Regarding Wetlands for South Dakota Federal-Aid Highway Projects (February 2016)" . Replacement of 0.085 acre of permanent wetland impacts will be completed through another wetland mitigation opportunity in a manner which considers
FHWA's program-wide goal of 'net gain' of wetlands through enhancement, creation, and preservation.
Temporary impacts identified in the Table of Impacted Wetlands will not be mitigated as original contours and elevations will be re-established .
The Contractor will notify the Project Engineer if additional easement is needed to complete work adjacent to any wetland . The Project Engineer will obtain an appropriate course of action from the Environmental Office before proceeding with construction activities that affect any wetlands beyond the work limits and easements shown in the plans.
Temporary impacts identified in the Table of Impacted Wetlands will not be mitigated as original contours and elevations will be re-established. Temporary work in wetlands will be in accordance with Section 7.21 D. of the Specifications.
COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES
COMMITMENT 81: CONSTRUCTION PRACTICES FOR STREAMS INHABITED BY THE TOPEKA SHINER
The SDDOT Environmental Office has identified the following as Topeka Shiner streams.
Table of Topeka Shiner Streams
Station Stream Name Ordinary High Water Elevation
119+35 Dry Run Creek 1391.30'
217+00 Elm River 1340.30'
Action Taken/Reguired:
The Contractor will adhere to the "Special Provision for Construction Practices in Streams Inhabited by the Topeka Shiner".
Stream turbidity will be monitored during all stages of the project. Turbidity measurements are to be taken in conjunction with normal storm water inspections but can also be taken at the Project Engineer's discretion during construction activities that may result in increased turbidity (e .g., placing riprap or installing a coffer dam).
Prior to the pre-construction meeting the Contractor will produce and provide the SDDOT Environmental Office a comprehensive Construction Plan that includes all products, materials, and methods of installation and removal for temporary water barriers, cofferdams, and diversion channels including dewatering, handling, storage, and disposal of excavated material and pumped effluent throughout all phases of construction , including post-construction stabilization . Work will not proceed on any of the streams identified in the Table of Topeka Shiner Streams without approval of the Construction Plan by the SDDOT Environmental Office. Upon plan approval , the Construction Plan will be amended to the SWPPP.
Plotting Date: 07130/2019
COMMITMENT 82: 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/Reguired:
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 watershed without prior approval from the SDDOT Environmental Office.
Action Taken/Reguired:
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 (USACE) 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.
A4 A5I STATE OF I PROJECT I I TOTAL
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COMMITMENT D: WATER QUALITY STANDARDS
COMMITMENT D1: SURFACE WATER QUALITY
The Elm River, and Dry Run Creek are both classified as warm water semipermanent fisheries with a total suspended solids standard of less than 90 mg/L 30-day average, less than 158 mg/L daily maximum.
Action Taken/Required:
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 D1: Surface Water Quality for stream classification.
Action Taken/Required:
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/swqformsandpermits.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.
Action Taken/Required:
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 SDDOT 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: https://denr.sd .gov/des/sw/eforms/CGPAppendixCCA2018Fil lable.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.
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 SWPPP. 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 .
Plotting Date: 07130/2019
Information on storm water permits and SWPPPs are available on the following websites:
The purpose of a dewatering and sediment collection system is to collect turbid storm water on the project, treat it with flocculants as needed, and capture the sediment that falls out of suspension before the water is discharged into "Waters of the US" or "Waters of the State". Refer to Commitment D1: Surface Water Quality for stream classification.
Action Taken/Required:
The Contractor will meet the terms of the Temporary Discharge Permit and the Storm Water Permit for Construction Activities.
The Contractor will create a Pollution Prevention Plan (PPP) for dewatering and sediment collection if the Contractor chooses to discharge the water into "Waters of the US" or "Waters of the State". Refer to the detail sheet OPTIONS
FOR DEWATERING AND SEDIMENT COLLECTION in the plans. The PPP must be kept on-site and updated as site conditions change.
A5 A5I STATE OF I PROJECT I I TOTAL
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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.
Action Taken/Required:
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.
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.
Action Taken/Required:
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.
SHPO/THPO review does not relieve the Contractor of the responsibility 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.
Plotting Date: 07130/2019
COMMITMENT N: SECTION 404 PERMIT
The SDDOT has obtained a Section 404 Permit from the USACE for the permanent actions associated with this project.
Action Taken/Required:
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.
