SECTION D: EROSION AND SEDIMENT CONTROL...

S D (B N)

Shadehill

Reservoir

Flat CreekDam

JohnsonDam

East

Creek

Flat

Flat

RIVER

GRAND

Flat

Creek

Creek

T 2

2 N

T 2

3 N

T 2

2 N

R 15 E

29

20

17

8

5

29

20

17

8

5

32

29

20

28

33

4

182 A

VE

9

16

21

28

33

27

22

15

10

3

34

27

22

26

35

2

11

14

23

26

3534

25

36

1

12

13

24

25

36

33

4

9

16

21

2829

20

17

8

56

7

18

19

30

3133

16

9

45

8

LLEWELLYN JOHNS MEMORIALSTATE RECREATION AREA

29 28

22

15

27

33 3473

SHADEHILL

6

31

24

12

1

36

25

24

HUGH GLASSMONUMENT

14

11

15

10

3

34 35

2

2322

27

4

9

33

28

21

11 12

1

36 31

131415

10

3

34 35

4

33

188

AV

E

9

16

29

20

17

8

32

32

5

8

28

21 22

27

189 A

VE

190 A

VE

26

23 24

25

191 A

VE

19

30

193

AV

E

194 A

VE

2

20

2930

31

6 5

18

184 A

VE

185 A

VE

186 A

VE

187 A

VE

WHITE BUTTE

183 A

VE

181 A

VE

4

16

9

21

28

3335

26

23

14

1110

3 2 1

SHADEHILL RESERVOIRSTATE RECREATION AREA

25

24

36 31

30

19

30

31

6

29

33

7

73

LEMMONPOP.1,227

32

MRM 231.00+0.090 Range 16 East of the B.H.M.Corner of Section 17 - Township 21 North -

BEGIN P-PH 0073(60)231PCN 023A Station 117+00 144.97’ South of the N Corner of the SW1/4

ADAMS COUNTY

NORTH DAKOTASOUTH DAKOTA

END NH 0012(159)91PCN 02R8 Station 58+0035.86’ South and 89.49’ East of the SE Corner of Lot 8, Block 6 of

MRM 92.15+0.011Borrensen’s Addition to the City of Lemmon

BEGIN NH 0012(159)91PCN 02R8 Station 19+00 25.43’ South and 136.18’ West ofthe SW Corner of Lot 7, Block 5 ofReno’s Addition to the City of LemmonMRM 91.08+0.345

END P-PH 0073(60)231PCN 023A Station 673+00

MRM 241.63Range 16 East of the B.H.M.N1/4 Corner of Section 29 - Township 23 North -

MRM 91.45+0.003of the B.H.M.Township 23 North - Range 16 East NW Corner of Section 29 - 671.35’ East and 19.11’ South of the PCN 02QB Station 571+00

END NH-PH 0012(168)80

T 2

1 N

R 15 ER 14 E

T 2

1 N

T 2

3 N

R 14 ER 16 E

R 16 E

12

12

MRM 80.56+0.165 Range 14 West of the B.H.M. Corner of Section 21 - Township 23 North -

BEGIN NH-PH 0012(168)80PCN 02QB Station 18+00 410.00’ South and 1183.13’ East of the N1/4

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

Plotting Date: 06/29/2017

INDEX OF SHEETS

Standard Plates

SDDOT Construction Entrance

Erosion and Sediment Control Plan Sheets

Erosion and Sediment Control Legend

Stormwater Pollution Prevention Plan Checklist

Estimate with General Notes and Tables

General Layout with Index

D51 to D53

D50

D12 to D49

D11

D8 to D10

D2 to D7

D1

SECTION D: EROSION AND SEDIMENT CONTROL PLANS D1 D53

PROJECT STATE OF SOUTH

DAKOTA

NH-PH 0012(168)80 P-PH 0073(60)231 NH 0012(159)91

SHEET

TOTAL SHEETS

SECTION D ESTIMATE OF QUANTITIES

NH-PH 0012(168)80 PCN 02QB

P-PH 0073(60)231 PCN 023A

NH 0012(159)91 PCN 02R8

PLACING TOPSOIL

The thickness will be approximately 4 inches within the right-of-way and 6 inches on temporary easements.

The estimated amount of topsoil to be placed is as follows:

PCN 02QB CuYd PCN 023A CuYd Stationing for HWY 12 Topsoil Stationing for HWY 73 Topsoil

18+00 to 40+00 2,762 117+00 to 140+00 2,867 40+00 to 70+00 4,554 140+00 to 170+00 4,398 70+00 to 100+00 3,515 170+00 to 200+00* 4,164 100+00 to 130+00 5,041 200+00 to 230+00* 4,047 130+00 to 160+00 4,573 230+00 to 260+00 3,669 160+00 to 190+00 5,265 260+00 to 290+00 3,545 190+00 to 220+00 4,492 290+00 to 320+00 4,013 220+00 to 250+00 3,542 320+00 to 350+00 3,882 250+00 to 280+00 4,165 350+00 to 380+00 3,822 280+00 to 310+00 3,521 380+00 to 410+00 3,887 310+00 to 340+00 3,817 410+00 to 440+00 4,163 340+00 to 370+00 3,793 440+00 to 470+00 4,303 370+00 to 400+00 3,843 470+00 to 500+00 4,617 400+00 to 430+00 3,830 500+00 to 530+00 3,515 430+00 to 460+00 4,258 530+00 to 560+00 4,264 460+00 to 490+00 4,213 560+00 to 590+00 3,904 490+00 to 520+00 5,940 590+00 to 620+00 4,647 520+00 to 550+00 5,111 620+00 to 650+00 3,652 550+00 to 571+00 2,400 650+00 to 673+00 2,705

Total: 78,635 Total: 74,063

*Includes topsoil on adjacent wetland mitigation areas REMOVE AND REPLACE TOPSOIL

Topsoil shall also be salvaged and stockpiled prior to constructing the curb ramps on project PCN 02R8. Limits of this work, depth of salvage, and stockpile location will be directed by the Engineer. Following completion of construction, topsoil shall be spread evenly over the disturbed areas.

All costs associated with removing and replacing the topsoil along areas to be resurfaced shall be incidental to the contract lump sum price for “Remove and Replace Topsoil”. COVER CROP SEEDING Cover crop seeding may be used on this project as a temporary erosion control measure on topsoil stockpiles and other areas determined by the Engineer during construction. MYCORRHIZAL INOCULUM Mycorrhizal inoculum shall consist of mycorrhizal fungi spores and mycorrhizal fungi-infected root fragments in a solid carrier. The carrier may include organic materials, calcinated clay, or other materials consistent with application and good plant growth. The supplier shall provide certification of the fungal species claimed and the live propagule count. The inoculum shall include the following fungal species: Glomus intraradices 25% Glomus aggregatu 25% Glomus mosseae 25% Glomus etunicatum 25%

Revised 7/19/2017 MLD

All seed in Type F Permanent Seed Mixture shall be inoculated by the seed supplier with a minimum of 100,000 live propagules of mycorrhizal fungi per acre. All costs of inoculating the seed in Type F Permanent Seed Mixture shall be incidental to the contract unit price per pound for the corresponding permanent seed mixture. The mycorrhizal inoculum shall be as shown below or an approved equal:

Product Manufacturer

MycoApply

Mycorrhizal Applications, Inc. Grants Pass, OR Phone: 1-866-476-7800 www.mycorrhizae.com

PERMANENT SEEDING The areas to be seeded consist of all newly graded areas within the project limits except for the top of roadways and temporary easements under cultivation. Type D Permanent Seed Mixture shall be used on PCN 02R8 and shall be incidental to the contract lump sum price for Erosion Control. Type D Permanent Seed Mixture shall consist of the following:

Grass Species

Variety

Pure Live Seed (PLS) (Pounds/1000 SqFt)

Kentucky Bluegrass Avalanche, Appalachian, Wildhorse, Blue Bonnet, Action

1.4

Perennial Ryegrass Turf Type Varieties 1.4

Creeping Red Fescue Epic, Boreal, Chantilly 1.4

Chewings Fescue Ambrose, K2, Zodiac, Shadow III

1.4

Alkali Grass Fults, Fults II, Quill, Salty 1.4

Total: 7

Type F Permanent Seed Mixture shall be used on all newly graded areas on PCNs 02QB and 023A. Type F Permanent Seed Mixture shall consist of the following:

Grass Species

Variety

Pure Live Seed (PLS)

(Pounds/Acre)

Western Wheatgrass Arriba, Flintlock, Rodan, Rosana, Walsh

7

Green Needlegrass Lodorm, AC Mallard Ecovar 4

Sideoats Grama Butte, Pierre 3

Blue Grama Bad River 2 Oats or Spring Wheat: April through May;

Winter Wheat: August through November

10

Total: 26

D2 D53


DAKOTA

NH-PH 0012(168)80 P-PH 0073(60)231 NH 0012(159)91

SHEET

TOTAL SHEETS

FERTILIZING The Contractor shall apply an all-natural slow release fertilizer prior to seeding or placing sod. The all-natural fertilizer shall have a minimum guaranteed analysis of 4-6-4 and be USDA Certified BioBased. It should provide a minimum of 4% (N) nitrogen with a minimum water insoluble nitrogen (WIN) fraction of 3.2%, a minimum of 6% (P2O5) available phosphate, a minimum of 4% (K2O) soluble potash, and a maximum carbon to nitrogen ratio (C:N ratio) of 5:1. The all-natural fertilizer shall be free of weed-seed and pathogens accomplished through thermophilic composting, and not mechanical or chemical sterilization, to assure presence of beneficial soil microbiology. The fertilizer shall have a near neutral pH, a low salt index, a low biological oxygen demand, contain organic humic and fulvic acids, and have high aerobic organism counts. The fertilizer shall also be stable, free of bad odors, and be unattractive as a food source for animals. It should also be in a granular form that is easily spread. The fertilizer shall be applied at a rate of 1,500 pounds per acre on areas to be seeded with Type F Permanent Seed Mixture in accordance with the manufacturer’s recommended method of application. The application rate is 34 pounds per 1,000 square feet on areas to be seeded with Type D Permanent Seed Mixture in accordance with the manufacturer’s recommended method of application. All costs associated with fertilizing areas to be seeded with Type D Permanent Seed Mixture shall be incidental to the contract lump sum price for Erosion Control. The all-natural slow release fertilizer shall be as shown below or an approved equal:


Sustane

Sustane Corporate Headquarters Cannon Falls, Minnesota Phone: 1-800-352-9245 www.sustane.com

Perfect Blend

Perfect Blend, LLC Bellevue, Washington Phone: 1-866-456-8890 www.perfect-blend.com

MULCHING (GRASS HAY OR STRAW) Mulch may be placed prior to seeding as a temporary erosion control measure when seeding cannot be completed within 2 weeks of final grading given the Contractor has a no-till drill to seed with later.

EROSION CONTROL The estimated area requiring erosion control on NH 0012(159)91 will depend on the amount of area disturbed by the Contractor while installing curb ramps. All costs for the erosion control work for furnishing, placing, and maintaining erosion control including equipment, labor, seeding, fertilizing, and hydraulic straw mulch shall be incidental to the contract lump sum price for “Erosion Control”. The limits of erosion control work will be determined by the Engineer during construction. Hydraulic Straw Mulch Hydraulic straw mulch shall be applied to the areas noted in the table. Hydraulic straw mulch shall not be placed in channels. Hydraulic straw mulch shall be applied after hydroseeding and before water for vegetation. Areas designated for hydraulic straw mulch application do not require a grass hay or straw mulch application. The application rate is 3,000 pounds per acre. All costs for furnishing and applying the hydraulic straw mulch including the manufacturer recommended soil stabilizer or tackifier, hauling, materials, equipment, labor, and incidentals necessary shall be paid for at the lump sum price for Erosion Control. The hydraulic straw mulch shall be from the list below or an approved equal:


HydroStraw, HydroStraw Cellulose Fiber Plus,

HydroStraw Guar Plus Formulation, or

HydroStraw BFM

HydroStraw, LLC Manteno, IL Phone: 1-800-545-1755 hydrostraw.com

SOIL STABILIZER An estimated quantity of 25 acres of soil stabilizer has been included in the Estimate of Quantities for each grading project. The soil stabilizer shall be applied on areas requiring temporary stabilization during construction where mulching, surface roughening, or seeding cannot be completed within 14 days of finish grading and on other areas deemed necessary by the Engineer.

The Contractor shall apply soil stabilizer according to the manufacturer’s application instructions and at the rate specified in the list of approved soil stabilizers.

Wood fiber mulch that contains a green dye shall be mixed with the soil stabilizer to be used as a tracer when the soil stabilizer is applied hydraulically. Wood fiber mulch shall be added at a rate of 300 pounds per acre to all of the approved soil stabilizers listed in the table except for the Pam-12 Plus product. The wood fiber mulch shall be a 100% wood fiber product and does not need to contain a tackifier.

All costs for furnishing and applying the soil stabilizer including wood fiber mulch, hauling, materials, equipment, labor, and incidentals necessary shall be paid for at the contract unit price per Acre for “Soil Stabilizer”.


The soil stabilizer shall be from the list below or an approved equal:


StarTak 600 Applied at a rate of 150 Lb/Acre

Chemstar Products Company Minneapolis, MN Phone: 1-800-328-5037 www.chemstar.com

Pam-12 Plus Applied at a rate of:

Slope None to 4:1 1000 Lb/Acre 4:1 to 3:1 1000 to 2000 Lb/Acre 3:1 to 2:1 2000 to 3000 Lb/Acre

ENCAP, LLC Green Bay, WI Phone: 1-877-405-5050 http://professional.encap.net/

M-Binder Applied at a rate of 150 Lb/Acre

Ecology Controls Carpinteria, CA Phone: 1-805-684-0436 www.ssseeds.com

FiberRX Applied at a rate of:

Slope None to 4:1 50 Lb/Acre 3:1 60 Lb/Acre 2:1 70 Lb/Acre 1:1 or steeper 80 Lb/Acre

Hydrostraw, LLC Manteno, IL Phone: 1-800-545-1755 hydrostraw.com

Enviropam Applied at a rate of 9 Lb/Acre

Innovative Turf Solutions, LLC Cincinnati, OH Phone: 1-513-317-8311 www.innovativeturfsolutions.com

HydraTack, Tack Plus, Tack-P, or Tack-P Plus

Applied at a rate of 30 Lb/Acre

Innovative Turf Solutions, LLC Cincinnati, OH Phone: 1-513-317-8311 www.innovativeturfsolutions.com

Fl-1045 Hydrobond or Fl-1046 Hydrobond

Applied at a rate of 15 Lb/Acre

JRM Chemical, Inc. Cleveland, OH Phone: 1-216-475-8488 www.soilmoist.com

HF5000 Tack or Super Tack Applied at a rate of 60 Lb/Acre

Rantec Corporation Ranchester, WY Phone: 1-307-655-9565 www.ranteccorp.com

R-Tack Applied at a rate of 150 Lb/Acre


SpecTac Applied at a rate of:

Slope None 30 to 80 Lb/Acre 4:1 50 to 100 Lb/Acre 3:1 80 to 120 Lb/Acre 2:1 100 to 170 Lb/Acre


EarthGuard SFM Applied at a rate of 60 LB/Acre

(approx. 6 Gallons/Acre)

Terra Novo Inc. Bakersfield, CA Phone: 1-661-747-5956 www.terranovo.com

D3 D53


DAKOTA

NH-PH 0012(168)80 P-PH 0073(60)231 NH 0012(159)91

SHEET

TOTAL SHEETS

EROSION CONTROL BLANKET Erosion control blanket shall be installed 16 feet wide at the locations noted in the table and at locations determined by the Engineer during construction. The erosion control blanket provided shall be from the approved product list. The approved product list for erosion control blanket may be viewed at the following internet site: http://sddot.com/business/certification/products/Default.aspx TABLE OF TYPE 3 EROSION CONTROL BLANKET PCN 023A

Quantity

Stationing Shaping (Ft) (SqYd)

117+00 to 118+00 L 100 190

145+00 to 146+00 L 100 190

145+44 to 152+00 R 656 1,210

160+00 to 161+00 L 100 190

160+00 to 161+00 R 100 190

202+00 to 210+50 L 850 1,560

202+00 to 209+00 R 700 1,290

367+00 to 368+00 L 100 190

387+40 to 390+50 R 310 570

391+00 to 393+00 R 200 370

413+00 to 417+00 R 400 740

418+00 to 424+00 L 600 1,100

417+65 to 421+59 R 395 730

428+00 to 430+00 R 200 370

443+00 to 448+50 L 550 1,010

443+00 to 445+50 R 250 460

454+00 to 458+00 L 400 740

455+00 to 457+76 R 276 510

469+00 to 470+00 L 100 190

469+00 to 474+76 R 576 1,060

475+00 to 480+00 L 500 920

475+00 to 480+00 R 500 920

498+00 to 504+80 R 680 1,250

526+00 to 529+60 R 360 660

530+31 to 543+50 R 1,319 2,420

530+50 to 537+50 L 700 1,290

550+50 to 552+00 R 150 280

556+50 to 558+00 R 150 280

567+00 to 568+00 R 100 190

581+00 to 587+00 L 600 1,100

581+40 to 583+80 R 240 440

592+00 to 597+50 L 550 1,010

620+82 to 626+00 L 518 950

621+00 to 625+50 R 450 830

665+00 to 665+94 R 94 180

671+50 to 672+75 R 125 230

Total: 13,999 25,810

TABLE OF TYPE 3 EROSION CONTROL BLANKET PCN 02QB

Quantity

Stationing Shaping (Ft) (SqYd)

109+00 to 119+00 L 1,000 1,840

109+00 to 113+30 R 450 830

114+00 to 116+00 R 200 370

123+00 to 132+00 R 900 1,650

127+50 to 132+00 L 465 900

150+00 to 151+00 R 100 190

167+00 to 173+00 L 600 1,100

167+00 to 169+82 R 282 520

170+55 to 173+00 R 245 450

181+00 to 185+00 L 400 740

181+00 to 185+00 R 400 740

215+85 to 218+25 L 240 440

216+00 to 218+50 R 150 280

250+00 to 253+00 R 300 550

477+00 to 480+00 L 300 550

472+50 485+00 R 1,250 2,290

480+85 to 485+00 L 485 890

488+00 to 494+00 L 600 1,100

491+00 to 494+50 R 350 650

515+00 to 531+81 R 1,670 3,060

532+55 to 537+00 R 455 840

564+75 to 570+50 R 575 1,060

Total: 11,417 21,040 SHAPING FOR EROSION CONTROL BLANKET The ditches shall be shaped for the erosion control blanket as specified on Standard Plate 734.01. VEGETATED BUFFER STRIPS Vegetated buffer strips have been called out on plan sheets. The Contractor is to avoid disturbing existing vegetation in these areas. Preservation of these areas will help capture sediment and prevent erosion and runoff. No additional payment will be made for preserving vegetated buffer strips. SURFACE ROUGHENING Surface roughening shall be done within 14 days of soil disturbance unless the area will be worked or seeded within 21 days. Refer to Standard Plate 734.25 for details.

TABLE OF SURFACE ROUGHENING PCN 023A

Quantity

Stationing (Acres)

145+50 to 150+00 R 0.29

150+50 to 155+00 R 1.22

151+00 to 157+00 L 1.09

202+00 to 210+50 L 0.87

202+00 to 209+00 R 0.69

388+00 to 390+50 R 0.21

391+00 to 393+00 R 0.17

391+50 to 397+00 L 0.51

397+50 to 403+00 R 1.57

398+00 to 403+00 L 1.02

413+00 to 417+00 R 0.25

418+00 to 425+00 L 0.74

418+00 to 421+59 R 0.60

423+00 to 425+00 R 0.51

428+00 to 430+00 R 0.13

443+00 to 448+00 L 1.05

443+00 to 445+50 R 0.21

449+00 to 451+00 R 0.38

469+00 to 470+00 L 0.08

469+00 to 474+50 R 0.45

475+00 to 480+00 L 0.57

475+50 to 480+00 R 0.66

492+00 to 505+00 R 1.54

495+50 to 499+00 L 1.00

501+00 to 504+50 L 0.29

515+50 to 518+00 R 0.34

521+50 to 525+00 L 0.48

521+50 to 525+50 R 0.53

526+00 to 529+50 R 0.28

530+50 to 537+50 L 0.77

530+50 to 541+50 R 1.34

541+50 to 549+00 L 0.88

541+50 to 549+00 R 0.94

550+50 to 553+50 R 0.35

556+50 to 563+00 R 1.19

557+00 to 563+00 L 0.74

581+00 to 587+00 R 0.74

581+50 to 583+80 R 0.23

589+00 to 592+00 L 0.45

589+00 to 591+00 R 0.20

592+50 to 597+50 L 0.64

595+00 to 598+00 R 0.23

597+50 to 605+00 L 1.79

609+50 to 612+50 R 0.41

614+00 to 619+00 R 0.85

621+00 to 624+00 L 0.34

621+00 to 625+50 R 0.43

671+50 to 672+75 R 0.14

Total: 30.39

D4 D53


DAKOTA

NH-PH 0012(168)80 P-PH 0073(60)231 NH 0012(159)91

SHEET

TOTAL SHEETS

TABLE OF SURFACE ROUGHENING PCN 02QB

Quantity

Stationing (Acres)

65+00 to 70+00 L 0.37

65+00 to 70+00 R 0.48

98+00 to 112+00 L 3.39

98+00 to 131+50 L 5.00

109+00 to 131+00 R 2.45

150+00 to 155+00 L 0.37

150+00 to 155+00 R 0.39

157+50 to 162+00 L 1.07

158+00 to 162+00 R 0.65

167+00 to 174+00 L 0.54

167+00 to 169+50 R 0.25

171+00 to 175+50 R 0.33

181+00 to 185+00 L 0.81

181+00 to 185+00 R 0.31

194+50 to 200+00 L 1.17

195+00 to 200+00 R 0.71

215+85 to 218+25 L 0.30

216+00 to 218+50 R 0.21

250+00 to 253+00 R 0.25

344+50 to 352+00 R 1.12

439+50 to 446+00 L 1.5

473+00 to 485+00 R 2.17

477+00 to 480+41 L 0.33

485+00 to 490+00 L 0.69

505+00 to 513+00 L 1.94

505+00 to 508+50 R 0.39

515+00 to 531+50 R 5.89

532+55 to 537+00 R 0.39

564+50 to 570+50 R 0.6

565+00 to 568+00 L 0.36

Total: 34.43 LOW FLOW SILT FENCE

The low flow silt fence fabric provided shall be from the approved product list. The approved product list for low flow silt fence may be viewed at the following internet site:

http://sddot.com/business/certification/products/Default.aspx

Low flow silt fence shall be placed at the locations noted in the table and at locations that will minimize siltation of adjacent streams, lakes, dams, or drainage areas as determined by the Engineer during construction. Refer to Standard Plate 734.04 for details.

An additional quantity of Low Flow Silt Fence has been added to the Estimate of Quantities for temporary sediment control.

TABLE OF LOW FLOW SILT FENCE PCN 023A

Quantity

Stationing (Feet)

264+50 to 274+00 L 950

266+00 to 276+84 R 1,130

277+10 to 285+00 R 835

285+50 (TBD) Box Culverts 1,000

320+30 to 325+22 L 495

368+00 to 370+00 L 210

387+12 to 390+24 L 340

391+30 to 397+05 L 600

393+00 to 396+00 R 320

403+00 to 406+60 L 380

403+00 to 407+50 R 470

407+50 to 409+00 R 235

414+00 to 417+49 L 370

429+00 to 430+32 L 305

431+57 to 434+27 L 270

436+00 to 439+50 R 350

445+50 to 446+50 R 105

452+00 to 455+00 R 305

470+15 to 475+00 L 500

480+00 to 482+25 L 230

480+00 to 482+25 R 230

486+00 to 492+00 R 610

486+50 to 493+00 L 665

500+80 to 503+36 L 265

518+50 to 521+50 R 300

526+50 to 529+73 L 330

537+00 to 541+56 L 465

549+00 to 553+50 R 445

556+00 to 557+50 L 160

563+00 to 565+00 L 210

563+44 to 567+40 R 475

586+50 to 588+50 L 200

593+00 to 598+60 R 570

603+00 to 604+50 R 150

605+00 to 612+00 L 700

614+00 to 618+00 L 400

626+00 to 627+00 L 395

654+80 (TBD) Box Culverts 1,000

Subtotal: 16,970

Additional Quantity: 1,730

Total: 18,700

TABLE OF LOW FLOW SILT FENCE PCN 02QB

Quantity

Stationing (Feet)

59+00 to 67+00 L 1,000

64+50 to 66+00 R 165

85+00 to 86+25 L 125

85+00 to 86+50 R 44

87+00 to 95+00 L 800

87+50 to 98+00 R 1,050

105+00 to 110+50 R 565

112+83 to 115+23 R 300

118+94 to 121+84 L 246

175+50 L Box Culvert 200

176+00 L Box Culvert 200

176+50 to 180+00 R 350

191+00 to 193+00 R 200

224+00 to 229+00 R 500

225+00 to 231+00 L 605

233+00 to 234+00 L 100

233+00 to 235+00 R 200

277+00 to 279+50 R 250

281+00 to 284+50 R 350

286+35 to 286+56 R 21

286+80 to 286+99 R 19

323+00 to 326+00 L 117

327+50 to 343+00 L 1730

381+00 to 384+00 R 300

381+50 to 386+50 L 525

434+00 to 440+00 R 600

495+00 to 500+00 R 515

495+50 to 500+00 L 440

Subtotal: 11,517

Additional Quantity: 283

Total: 11,800

D5 D53


DAKOTA

NH-PH 0012(168)80 P-PH 0073(60)231 NH 0012(159)91

SHEET

TOTAL SHEETS

HIGH FLOW SILT FENCE

The high flow silt fence fabric provided shall be from the approved product list. The approved product list for high flow silt fence may be viewed at the following internet site:

http://sddot.com/business/certification/products/Default.aspx

High flow silt fence shall be placed at the locations noted in the table and at locations that will minimize siltation of adjacent streams, lakes, dams, or drainage areas as determined by the Engineer during construction. Refer to Standard Plate 734.05 for details.

An additional quantity of high flow silt fence has been added to the Estimate of Quantities for temporary sediment control. TABLE OF HIGH FLOW SILT FENCE PCN 023A

Quantity

Stationing (Feet)

116+25 R 40

116+50 R 40

116+75 R 40

117+48 L (35 ac) 18

130+71 L (101 ac) 200

145+44 R (6 ac) 18

149+87 to 150+73 L 170

150+45 R (1 ac) 18

159+00 to 165+31 R 640

160+27 L (261 ac) 200

171+27-51' L 18

171+27-51' R 18

176+30 L (6 ac) 18

182+80 L (23 ac) 18

182+55 to 183+05 R 50

197+36 to 197+54 R 18

197+89 to 199+69 R 261

199+00 to 201+00 L 200

206+41 R (3 ac) 18

223+00 to 225+50 R 250

224+14-51' L (18 ac) 18

225+26 L (67 ac) 120

235+38 to 238+70 R 332

239+26 L (44 ac) 18

244+40 L (16 ac) 18

251+13 L (77 ac) 18

264+50 to 266+00 R 150

265+90 L (52 ac) 120

276+96-51' L 18

283+00 to 287+50 L 500

285+00 to 287+00 R 315

287+09-51' R 30

304+72 to 306+00 L 380

304+00 R Across Ditch 40




313+11 R (11 ac) 18

317+23 R (56 ac) 120

329+80-51' L 18

330+34 R 18

336+86 R (11 ac) 30

341+04 R (814 ac) 200

346+05-51' R (6 ac) 18

350+25 R (10 ac) 18

356+21-51' L (22 ac) 18

356+80 R (18 ac) 18

367+57 R (951 ac) 200

379+55 to 382+00 L 385

379+78 R (56 ac) 120

387+00-51' R (44 ac) 30

390+20 to 391+30 L 150

391+00 R (1 ac) 18

397+05 to 397+55 L 155

397+31 R (1 ac) 18

406+55 to 409+00 L 240

408+00 R (36 ac) 30

409+21 to 411+50 L 382

410+20 R (29 ac) 30

417+49 to 417+96 L 195

417+78 R (2 ac) 18

422+00-51' R 18

428+13 R (44 ac) 30

428+41 to 429+00 L 60

437+00 to 439+50 L 250

438+06 R (15 ac) 18

446+50 to 448+50 R 200

448+26 R (88 ac) 120

448+50 to 449+50 L 100

451+50 to 453+00 L 160

452+25 R (719 ac) 200

458+16-51' R 18

463+50 to 465+50 R 200

465+07 L (41 ac) 30

475+22 R (2 ac) 18

482+50-51' R 18

499+22 L (2 ac) 18

503+18 to 505+00 L 237

504+75 R (79 ac) 120

506+50 to 509+00 L 250

507+47 R (49 ac) 30

517+00 to 520+50 L 350

520+18 R (163 ac) 200

525+00 to 526+50 L 300

526+06 R (7 ac) 18

530+00-51'R 18

553+50 to 556+00 L 250

554+84 R (40 ac) 30

565+00 to 567+40 L 290

565+99 R (23 ac) 18

577+15 R (20 ac) 18

580+99-51' R 18

584+00 to 588+50 R 460

587+11 L (93 ac) 120

591+00 to 593+00 R 205

592+33 L (12 ac) 18

612+00 to 614+00 L 200

613+12 R (2 ac) 18

620+40-51' L 18

625+39 L (527 ac) 200

625+50 to 633+50 R 800

632+11 L (85 ac) 120

634+00-47' L 18

634+00-49' R 18

638+00-51' R 18

641+84-51' L 18

648+50-51' L 18

653+25 to 661+50 R 825

654+50 to 656+00 L 150

661+88-51' L 18

661+78-51' R (7 ac) 18

666+42-51' R 18

671+50 R (5 ac) 18

Subtotal: 13,798

Additional Quantity: 902

Total: 14,700

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TABLE OF HIGH FLOW SILT FENCE PCN 02QB

Quantity

Stationing (Feet)

30+00 to 32+50 R 250

31+85 L 18

51+20 L 120

62+00 to 64+50 60

70+50 to 71+50 L 40

71+00-51’ R 18

79+00-51’ R 18

86+60-51’ R 18

87+03-51’ R 18

90+20 R 18

105+19 L 18

112+70 L 18

118+94 to 120+00 R 115

119+40 L 18

125+19 R 18

151+50 to 154+00 R 250

152+17 L 30

170+15-51’ R 18

174+00 to 177+00 L 315

174+95 to 176+50 R 155

188+00 to 191+00 R 300

189+15 L 18

194+70 L 18

200+00 to 201+50 L 150

200+61 R 30

218+67-51' L 18

223+00 to 225+00 L 200

224+15 R 18

231+00 to 233+00 L 200

232+20 R 18

241+00 to 244+50 L 355

243+15 R 30

245+25 to 249+50 L 430

258+00 to 258+88 L 88

259+12 to 265+00 590

261+15 R 18

265+14 R 18

279+50 to 281+00 R 150

280+14 L 18

289+50 to 290+80 R 130

290+13 L 18

311+98 L 18

326+27-51' L 18

327+50 to 341+00 L 1,530

333+61 L (226 ac) 200

346+00-51'L 18

356+11 L 18

360+00-47' L 18

386+09 L 30

413+38 L 30

431+84-51' L 18

431+84-51' R 18

52+50 to 456+50 R 400

455+08 R 18

458+24 R &Ah 18

462+11-51'L 18

470+00 to 474+00 L 400

472+56 R 30

485+00 to 486+40 L 345

486+08 R 18

489+83 to 490+35 R 130

490+59 L 18

504+12-51' L 18

504+12-51' R 18

508+50 to 509+50 R 125

508+67 L 18

514+08 R 30

520+34 R 18

532+16-51' R 18

537+00 to 546+00 L 900

537+00 to 543+50 R 685

542+62 L (643 ac) 200

556+00 to 561+50 R 590

556+86 L 30

563+94-150' L 18

564+29-57'L (25 ac) 18

564+62-150' L &Ah (11 ac) 18

568+78-57' L 18

570+70-51' L 18

Subtotal: 10,399

Additional Quantity: 2,101

Total: 12,500 CONSTRUCTION ENTRANCE

The Contractor shall install a Construction Entrance at locations where there is a potential for mud tracking and sediment flow from the construction site and work area onto a paved public roadway.

It is the Contractor’s option to use the SDDOT Construction Entrance (See SDDOT Construction Entrance notes and details), a product from the list provided in these notes, or other products or processes as approved by the Engineer during construction.

If the Contractor elects to use one of the products listed in the table, then the Contractor shall install the construction entrance product in accordance with the manufacturer’s installation instructions or as directed by the Engineer.

The Contractor shall maintain the construction entrance such that mud tracking and sediment flow will not enter the roadway or adjacent drainage areas. The construction entrance shall be routinely inspected and the Contractor shall repair or replace material as deemed necessary by the Engineer.

All costs for furnishing, installing, maintaining, and removal of the construction entrance including equipment, labor, materials, and incidentals shall be included in the contract unit price per each for “Construction Entrance”.

The following table is a list of known construction entrance products available for use:


Grizzly Rumble Grate (10’ width and 24’ length required)

Trackout Control, LLC Tempe, AZ Phone: 1-800-761-0056 www.trackoutcontrol.com

Rumble Grid (12’ width and 24’ length including combination of grids and ramps

required)

Pro-Tec Equipment, Inc. Charlotte, MI Phone: 1-800-292-1225 www.pro-tecequipment.com

Tracking Pad (12’ width and 24’ length

(2 – 12’x12’ pads) and 2 – 4’x4’ turning flares)

Tracking Pads LLC Denver, CO Phone: 1-719-371-3791 www.trackingpads.com

SDDOT CONSTRUCTION ENTRANCE

If the SDDOT Construction Entrance is utilized, then the Contractor shall install the SDDOT Construction Entrance in accordance with these notes and the detail drawings.

Pit run material shall be obtained from a granular source and shall conform to the following gradation:

Sieve Size Percent Passing

6” 100%

#4 0-60%

#200 0-20%

The pit run material shall be compacted to the satisfaction of the Engineer.

The aggregate for the granular material shall conform to the following gradation requirements:

Sieve Size Percent Passing

3” 100%

2 ½” 90-100%

1 ½” 25-60%

¾” 0-10%

½” 0-5%

The granular material shall be placed in 6” maximum lifts.

It is anticipated that the granular material will need to be periodically removed and replaced as it becomes inundated with mud and sediment.

The reinforcement fabric (MSE) shall conform to Section 831 of the Specifications. The MSE geotextile shall be on the Approved Products List for this material or will be certified by the supplier to meet this specification prior to installation.

The reinforcement fabric (MSE) should be kept as taut as possible prior to placing.

Equipment shall not be allowed on the reinforcement fabric (MSE) until the first lift of granular material is in place.

All seams in the reinforcement fabric (MSE) shall be overlapped at least 2’ and shingled.

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STORM WATER POLLUTION PREVENTION PLAN CHECKLIST (The numbers right of the title headings are reference numbers to the GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITIES

SITE DESCRIPTION (4.2 1)

� Project Limits: See Title Sheet (4.2 1.b) � Project Description: See Title Sheet (4.2 1.a.) � Site Map(s): See Title Sheet and Plans (4.2 1.f. (1)-(6)) � Major Soil Disturbing Activities (check all that apply)

� Clearing and grubbing � Excavation/borrow � Grading and shaping � Filling � Cutting and filling � Other (describe):

� Total Project Area 02QB-248 Acres, 023A-233 Acres (4.2 1.b.) � Total Area To Be Disturbed 02QB-185 Acres, 023A-233 Acres � Existing Vegetative Cover (%) � Soil: clay sand, sandy clay, silty clay, silty sand, clay silt, gravel, sand � Name of Receiving Water: 02QB-Flat Creek, 023A-East Flat Creek

ORDER OF CONSTRUCTION ACTIVITIES (4.2 1.c.)

(Stabilization measures shall be initiated as soon as possible, but in no case later than 14 days after the construction activity in that portion of the site has temporarily or permanently ceased. Initiation of final or temporary stabilization may exceed the 14-day limit if earth disturbing activities will be resumed within 21 days.)

� Special sequencing requirements (see Section C). � Install stabilized construction entrance(s). � Install low flow silt fence or erosion control wattles on contour

where runoff sheets from the site. � Clearing and grubbing. � Remove and store topsoil. � Stabilize disturbed areas that will not be permanently seeded or

worked within 14 days of disturbance by cover crop seeding, mulching, soil stabilizer, or completing surface roughening.

� Install inlet protection around new inlets and existing inlets that outlet offsite and aren’t being immediately removed.

� Complete final grading. � Complete final paving and sealing of concrete. � Complete traffic control installation and protection devices. � Reseed areas disturbed by removal activities as soon as

possible, mulch areas not already mulched or cover with Erosion Control Blanket.

EROSION AND SEDIMENT CONTROLS (4.2 2.a.(1)(a)-(f)) � Stabilization Practices (See Detail Plan Sheets)

� Temporary Seeding (Cover Crop Seeding) � Permanent Seeding � Sodding � Planting (Woody Vegetation for Soil Stabilization) � Mulching (Grass Hay or Straw) � Hydraulic Straw Mulch � Soil Stabilizer � Bonded Fiber Matrix � Erosion Control Blankets � Vegetation Buffer Strips � Roughened Surface (e.g. tracking) � Dust Control (See Section F – Surfacing Plans) � Other:

� Structural Temporary Erosion and Sediment Controls � Silt Fence � Floating Silt Curtain � Straw Bale Check � Temporary Berm � Temporary Slope Drain � Straw Wattles or Rolls � Turf Reinforcement Mat � Rip Rap � Gabions � Rock Check Dams � Sediment Traps/Basins � Inlet Protection � Outlet Protection � Surface Inlet Protection (Area Drain) � Curb Inlet Protection � Stabilized Construction Entrances � Entrance/Exit Equipment Tire Wash � Interceptor Ditch � Concrete Washout Facility (as required by spec book) � Temporary Diversion Channel � Work Platform � Temporary Water Barrier � Temporary Water Crossing (Temporary Diversion) � Other:

� Storm Water Management (4.2 2.b., (1) and (2)) Storm water management will be handled by temporary controls outlined in “EROSION AND SEDIMENT CONTROLS” above, and any permanent controls needed to meet permanent storm water management needs in the post construction period. Permanent controls will be shown on the plans and noted as permanent.

� Wetland Avoidance Will construction and/or erosion and sediment controls impinge on regulated wetlands? Yes No If yes, the structural and erosion and sediment controls have been included in the total project wetland impacts and have been included in the 404 permit process with the USACE.

� Other Storm Water Controls (4.2 2.c., (1) and (2)) � Waste Disposal

All liquid waste materials will be collected and stored in sealed metal containers approved by the project engineer. All trash and construction debris from the site will be deposited in the approved containers. Containers will be serviced as necessary, and the trash will be hauled to an approved disposal site or licensed landfill. All onsite personnel will be instructed in the proper procedures for waste disposal, and notices stating proper practices will be posted in the field office. The general Contractor’s representative responsible for the conduct of work on the site will be responsible for seeing waste disposal procedures are followed.

� Hazardous Waste All hazardous waste materials will be disposed of in a manner specified by local or state regulations or by the manufacturer. Site personnel will be instructed in these practices, and the individual designated as the Contractor’s on-site representative will be responsible for seeing that these practices are followed.

� Sanitary Waste Portable sanitary facilities will be provided on all construction sites. Sanitary waste will be collected from the portable units in a timely manner by a licensed waste management Contractor or as required by any local regulations.


MAINTENANCE AND INSPECTION (4.2 3. and 4.2 4.) � Maintenance and Inspection Practices

� Inspections will be conducted at least one time per week and after a storm event of 0.50 inches or greater.

� All controls will be maintained in good working order. Necessary repairs will be initiated within 24 hours of the site inspection report.

� Silt fence will be inspected for depth of sediment and for tears in order to ensure the fabric is securely attached to the posts and that the posts are well anchored. Sediment buildup will be removed from the silt fence when it reaches

1/3 of the height of

the silt fence. � Sediment basins and traps will be checked. Sediment will be

removed when depth reaches approximately 50 percent of the structure’s capacity, and at the conclusion of the construction.

� Check dams will be inspected for stability. Sediment will be removed when depth reaches ½ the height of the dam.

� All seeded areas will be checked for bare spots, washouts, and vigorous growth free of significant weed infestations.

� Inspection and maintenance reports will be prepared on form DOT 298 for each site inspection, this form will also be used to document changes to the SWPPP. A copy of the completed inspection form will be filed with the SWPPP documents.

� The SDDOT Project Engineer and Contractor’s Erosion Control Supervisor are responsible for inspections. Maintenance, repair activities are the responsibility of the Contractor. The SDDOT Project Engineer will complete the inspection and maintenance reports and distribute copies per the distribution instructions on DOT 298.

MATERIALS INVENTORY (4.2. 2.c.(2)) The following materials or substances are expected to be present on the site during the construction period. These materials will be handled as noted under the headings “EROSION AND SEDIMENT CONTROLS” and “SPILL PREVENTION” (check all that apply). � Concrete and Portland Cement � Detergents � Paints � Metals � Bituminous Materials � Petroleum Based Products � Cleaning Solvents � Wood � Cure � Texture � Chemical Fertilizers � Other:

NON-STORM WATER DISCHARGES (3.0) The following non-storm water discharges are anticipated during the course of this project (check all that apply). � Discharges from water line flushing. � Pavement wash-water, where no spills or leaks of toxic or

hazardous materials have occurred. � Uncontaminated ground water associated with dewatering

activities.

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SPILL PREVENTION (4.2 2.c.(2)) � Material Management

� Housekeeping

• Only needed products will be stored on-site by the Contractor.

• Except for bulk materials the contractor will store all materials under cover and in appropriate containers.

• Products must be stored in original containers and labeled.

• Material mixing will be conducted in accordance with the manufacturer’s recommendations.

• When possible, all products will be completely used before properly disposing of the container off-site.

• The manufacturer’s directions for disposal of materials and containers will be followed.

• The Contractor’s site superintendent will inspect materials storage areas regularly to ensure proper use and disposal.

• Dust generated will be controlled in an environmentally safe manner.

• Vegetation areas not essential to the construction project will be preserved and maintained as noted on the plans.

� Hazardous Materials

• Products will be kept in original containers unless the container is not resealable.

• Original labels and material safety data sheets will be retained in a safe place to relay important product information.

• If surplus product must be disposed of, manufacturer’s label directions for disposal will be followed.

• Maintenance and repair of all equipment and vehicles involving oil changes, hydraulic system drain down, de-greasing operations, fuel tank drain down and removal, and other activities which may result in the accidental release of contaminants will be conducted on an impervious surface and under cover during wet weather to prevent the release of contaminants onto the ground.

• Wheel wash water will be collected and allowed to settle out suspended solids prior to discharge. Wheel wash water will not be discharged directly into any storm water system or storm water treatment system.

• Potential pH-modifying materials such as: bulk cement, cement kiln dust, fly ash, new concrete washings, concrete pumping, residuals from concrete saw cutting (either wet or dry), and mixer washout waters will be collected on site and managed to prevent contamination of storm water runoff.

� Product Specific Practices (6.8) � Petroleum Products

All on-site vehicles will be monitored for leaks and receive regular preventive maintenance to reduce the chance of leakage. Petroleum products will be stored in tightly sealed containers which are clearly labeled.

� Fertilizers Fertilizers will be applied only in the amounts specified by the SDDOT. Once applied, fertilizers will be worked into the soil to limit the exposure to storm water. Fertilizers will be stored in an enclosed area. The contents of partially used fertilizer bags will be transferred to sealable containers to avoid spills.

� Paints All containers will be tightly sealed and stored when not required for use. The excess will be disposed of according to the manufacturer’s instructions and any applicable state and local regulations.

� Concrete Trucks

Contractors will provide designated truck washout facilities on the site. These areas must be self-contained and not connected to any storm water outlet of the site. Upon completion of construction, the area at the washout facility will be properly stabilized.

� Spill Control Practices (4.2 2 c.(2)) In addition to the previous housekeeping and management practices, the following practices will be followed for spill prevention and cleanup if needed. � For all hazardous materials stored on site, the manufacturer’s

recommended methods for spill cleanup will be clearly posted. Site personnel will be made aware of the procedures and the locations of the information and cleanup supplies.

� Appropriate cleanup materials and equipment will be maintained by the Contractor in the materials storage area on-site. As appropriate, equipment and materials may include items such as brooms, dust pans, mops, rags, gloves, goggles, kitty litter, sand, sawdust, and plastic and metal trash containers specifically for cleanup purposes.

� All spills will be cleaned immediately after discovery and the materials disposed of properly.

� The spill area will be kept well ventilated and personnel will wear appropriate protective clothing to prevent injury from contact with a hazardous substance.

� After a spill a report will be prepared describing the spill, what caused it, and the cleanup measures taken. The spill prevention plan will be adjusted to include measures to prevent this type of spill from reoccurring, as well as clean up instructions in the event of reoccurrences.

� The Contractor’s site superintendent, responsible for day-to-day operations, will be the spill prevention and cleanup coordinator. The Contractor is responsible for ensuring that the site superintendent has had appropriate training for hazardous materials handling, spill management, and cleanup.

� Spill Response (4.2 2 c.(2)) The primary objective in responding to a spill is to quickly contain the material(s) and prevent or minimize migration into storm water runoff and conveyance systems. If the release has impacted on-site storm water, it is critical to contain the released materials on-site and prevent their release into receiving waters. If a spill of pollutants threatens storm water or surface water at the site, the spill response procedures outlined below must be implemented in a timely manner to prevent the release of pollutants. � The Contractor’s site superintendent will be notified immediately

when a spill or the threat of a spill is observed. The superintendent will assess the situation and determine the appropriate response.

� If spills represent an imminent threat of escaping erosion and sediment controls and entering receiving waters, personnel will be directed to respond immediately to contain the release and notify the superintendent after the situation has been stabilized.

� Spill kits containing appropriate materials and equipment for spill response and cleanup will be maintained by the Contractor at the site.

� If oil sheen is observed on surface water (e.g. settling ponds, detention ponds, swales), action will be taken immediately to remove the material causing the sheen. The Contractor will use appropriate materials to contain and absorb the spill. The source of the oil sheen will also be identified and removed or repaired as necessary to prevent further releases.

� If a spill occurs the superintendent or the superintendent’s designee will be responsible for completing the spill reporting form and for reporting the spill to SD DENR.

� Personnel with primary responsibility for spill response and clean up will receive training by the Contractor’s site superintendent or designee. The training must include identifying the location of the spill kits and other spill response equipment and the use of spill response materials.

� Spill response equipment will be inspected and maintained as necessary to replace any materials used in spill response activities.

SPILL NOTIFICATION In the event of a spill, the Contractor’s site superintendent will make the appropriate notification(s), consistent with the following procedures: � A release or spill of a regulated substance (includes petroleum and

petroleum products) must be reported to DENR immediately if any one of the following conditions exists: � The discharge threatens or is in a position to threaten the waters

of the state (surface water or ground water). � The discharge causes an immediate danger to human health or

safety. � The discharge exceeds 25 gallons. � The discharge causes a sheen on surface water. � The discharge of any substance that exceeds the ground water

quality standards of ARSD (Administrative Rules of South Dakota) chapter 74:51:01.

� The discharge of any substance that exceeds the surface water quality standards of ARSD chapter 74:51:01.

� The discharge of any substance that harms or threatens to harm wildlife or aquatic life.

� The discharge of crude oil in field activities under SDCL (South Dakota Codified Laws) chapter 45-9 is greater than 1 barrel (42 gallons).

To report a release or spill, call DENR at 605-773-3296 during regular office hours (8 a.m. to 5 p.m. Central time). To report the release after hours, on weekends or holidays, call State Radio Communications at 605-773-3231. Reporting the release to DENR does not meet any obligation for reporting to other state, local, or federal agencies. Therefore, the responsible person must also contact local authorities to determine the local reporting requirements for releases. DENR recommends that spills also be reported to the National Response Center at (800) 424-8802.

CONSTRUCTION CHANGES (4.4) When changes are made to the construction project that will require alterations in the temporary erosion controls of the site, the Storm Water Pollution Prevention Plan (SWPPP) will be amended to provide appropriate protection to disturbed areas, all storm water structures, and adjacent waters. The SDDOT Project Engineer will modify the SWPPP plan (DOT 298) and drawings to reflect the needed changes. Copies of changes will be routed per DOT 298. Copies of forms and the SWPPP will be retained in a designated place for review over the course of the project.

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CERTIFICATIONS

� Certification of Compliance with Federal, State, and Local

Regulations The Storm Water Pollution Prevention Plan (SWPPP) for this project reflects the requirements of all local municipal jurisdictions for storm water management and sediment and erosion control as established by ordinance, as well as other state and federal requirements for sediment and erosion control plans, permits, notices or documentation as appropriate.

� South Dakota Department of Transportation

I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

Authorized Signature (See the General Permit, Section 6.9.1.C.)

� Prime Contractor This section is to be executed by the General Contractor after the award of the contract. This section may be executed any time there is a change in the Prime Contractor of the project.

I certify under penalty of law that this document and all attachments will be revised or maintained under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations.

_________________________________________________________

Authorized Signature

CONTACT INFORMATION

� Contractor Information:

� Prime Contractor Name: ______________________________

� Contractor Contact Name: _____________________________

� Address: _____________________________

� _____________________________________

� City: ____________________State: _________Zip: _________

� Office Phone: _________________Field: __________________

� Cell Phone: ___________________Fax: ___________________

� Erosion Control Supervisor

� Name: ______________________________

� Address: _____________________________

� _____________________________________

� City: ____________________State: _________Zip: _________


� Cell Phone: ___________________Fax: ___________________

� SDDOT Project Engineer

� Name: ______________________________

� Business Address: _____________________________

� Job Office Location: _____________________________

� City: ____________________State: _________Zip: _________


� Cell Phone: ___________________Fax: ___________________

� SD DENR Contact Spill Reporting � Business Hours Monday-Friday (605) 773-3296 � Nights and Weekends (605) 773-3231

� SD DENR Contact for Hazardous Materials. � (605) 773-3153

� National Response Center Hotline � (800) 424-8802.

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SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

Low Flow Silt Fence

High Flow Silt Fence

High Flow Silt Fence at Pipe

Temporary Sediment Barrier

Temporary Water Barrier

Floating Silt Curtain

Sediment Filter Bags

Triangular Silt Barriers

Erosion Control Wattles on Slopes

Erosion Control Wattles at Inlets

Erosion Control Wattles in Ditches

Erosion Bales

Surfacing Roughening

Type 2 Erosion Control Blanket



Type 1 Turf Reinforcement Mat



Transition Mat

Rock Check Dam

Temporary Slope Drain

Topsoil Stockpile

Borrow Area

Stabilized Construction Entrance

Concrete Washout

Asphalt Plant Site

Concrete Plant Site

Vehicle and Equipment Parking, Fueling, and Maintenance Areas

Dumpster or other Trash and Debris Containers

On-Site Construction Material Storage Area

Spill Kit

Work Platform

Cut Interceptor Ditch

If these items are applicable they are to be shown in the updated SWPPP using the Symbols given.

Best Management Practices (BMPs) are split into three categories and are to be used throughout construction.

Bonded Fiber Matrix/ Fiber Reinforced Matrix

Temporary Grass Hay or Straw Mulch/ Soil Stabilizer


BEST MANAGEMENT PRACTICES

and in the Final Phase to achieve final stabilization.

in the Initial Phase prior to earth disturbing activitIes and remain in place for the Intermediate Phase for temporary stabilization

BMPs from the Legend shown as Orange Symbols on the Erosion and Sediment Control Plan Sheets are to be installed

INITIAL PHASE

Intermediate Phase for temporary stabilization and remain in place in the Final Phase to achieve final stabilization.

BMPs from the Legend shown as Blue Symbols on the Erosion and Sediment Control Plan Sheets are to be installed in the

INTERMEDIATE PHASE

Final Phase to achieve final stabilization.

BMPs from the Legend shown as Green Symbols on the Erosion and Sediment Control Plan Sheets are to be installed in the

FINAL PHASE

Sediment Control at Inlet After Placement of Surfacing

Sediment Control at Inlet Before Placement of Surfacing

Silt Trap (See Standard Plate 734.04)

Vegetated Buffer Strip

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Begin NH-PH 0012(168)80Station 18+00

33’

Parcel 1

James A. Perea & Wendy S. Perea

State Line

Section Line 3

3’

33’

Government Lot 4Government Lot 1NORTH DAKOTA

SOUTH DAKOTA

33’

Sec. 21 - T23N - R14E

200’ 100’

100’

200’

Present US Hwy. 12

Section Line

32+51.2

2

19+24.5

3

33’

33’

Government Lot 2

1/4 Line

Sec. 22 - T23N - R14E

75’

75’

75’

75’

250 Ft30+00 to 32+50 R

at the following location:

for Perimeter Protection

Install High Flow Silt Fence

31+85 L Pipe Inlet 18 Ft



D12 D53

40+0070+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

40+0045+00

50+0055+00

60+00 65+00

70+00

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Government Lot 4

1/4 Line

Sec. 22 - T23N - R14E

Government Lot 3

1/4 Line

Government Lot 2

Sec. 22 - T23N - R14E

div63

Present US Hwy. 12

100’ 100’

Parcel 2


Parcel 1


Parcel A1


Parcels 3 & 4

Kenneth Zentner & Lucinda Zentner

45+80.6

2

59+10.9

7

65+81.78

N1/2 SE1/4

SW1/4

51+20 L Pipe Inlet 120 Ft

at the following locations:


0.48 Acres65+00 to 70+00 R

0.37 Acres65+00 to 70+00 L


Utilize Surface Roughening

165 Ft64+50 to 66+00 R

1,000 Ft59+00 to 67+00 L


Install Low Flow Silt Fence

60 Ft62+00 to 64+50 R



75’

75’

75’

75’

D13 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

70+0075+00 80+00 85+00 90+00 95+00 100+00

66’

66’ 1/16 Line

1/1

6 Line

1/64 Line

Sec. 23 - T23N - R14E

BLOCK 16

3

Alley

20’

Second A

venue E

ast

66’

12

6

5

4

First

Avenue E

ast

Fourt

h Stre

et

10

7

8

9

Third Street

BLOCK 9

Alley

6

5

4

3

2

66’

1

20’

Sec. 22 - T23N - R14E

Section Line

50’

Third

Street

First

Avenue W

est

Second A

venue W

est

Third A

venue W

est

Secon

d Stre

et

66’

66’

66’

66’

66’

66’

BLOCK 12

BLOCK 13BLOCK 14

BLOCK 18

BLOCK 19

Alley

Alley

Alley

20’

20’

20’

20’

BLOCK 11

1/4 Lin

e

Government Lot 1

First Stre

et

Second A

venue W

est

FIRST

ADDITION

66’ BLOCK 5

BLOCK 17

Alley

Alley

20’

20’

66’

66’

12

Main Street

50’

50’

Secon

d Stre

et

66’

BLOCK 6

BLOCK 7

BLOCK 11

Alley

20’

66’

Alley

20’

11

10

1

2

3

45

12

11

10

9

8

7

1

2

3

4

5

6

18

17

16

15

14

13

1

2

3

4

5

6

7

8

9

10

11

12

18

17

16

15

14

13

12

11

10

9

8

7

1

2

3

45

18

17

16

15

14

13

12

7

12

11

10

9

8

7

6

5

4

3

2

1

12

1

2

10

11

12

1

2

3

4

13

14

15

16

17

18

1

2

3

4

5

6

7

8

9

10

11

12

11

10

9

8

7

6

5

4

3

13

14

12

11

101512 2

68916 7

66’

50’

66’

BLOCK 15

BLOCK 10

Alley

Alley

20’

20’

6

5

4

3

11 10

1

2

3

4

5

66’

18

17

16

15

14

13

12

11

10

9

8

7

1

8

6

4

3

2

5

11

66’

6

11

10

9

8

7

7

Alley

12

6

Present US Hwy. 12100’

100’

White B

utte R

oad

BLOCK 17

86+80.2

5

NW1/4 SW1/4WHITE BUTTE

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18 Ft90+20 R

18 Ft87+03-51’ R

18 Ft86+60-51’ R

18 Ft79+00-51’ R

18 Ft71+00-51’ R

inlets at the following locations:

Install High Flow Silt Fence at pipe

70+50 to 71+50 L Perimeter Protection 40 Ft

Install High Flow Silt Fence at the following locations:

1,050 Ft87+50 to 98+00 R

800 Ft87+00 to 95+00 L

44 Ft85+00 to 86+50 R

125 Ft85+00 to 86+25 L




75’75’

75’75’

D14 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

100+00

105+00

110+00 115+00

120+00

125+00

130+00

1/4 Line

1/16 Line

1/1

6 Line 1/6

4 Line

Sec. 23 - T23N - R14E1/64 Line

Sec. 23 - T23N - R14E

Present US Hwy. 12

100’100’

Parcel 18

Shawn F. Fogerty & Vicki R. Fogerty

Parcel 18

Shawn F. Fogerty & Vicki R. Fogerty

100+85.5

0

107+61.6

0

114+25.1

5

108+57.12

S1/2 SW1/4

SW1/4 NE1/4 SW1/4SE1/4 NE1/4 SW1/4

SE1/4

SE1/4

Parcel 19

Charles L. Edwards & Deanna M. Edwards

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18 Ft125+19 R

18 Ft119+40 L

18 Ft112+70 L

18 Ft105+19 L

following locations:

at pipe inlets at the


118+94 to 120+00 R Perimeter Protection 115 Ft

Install High Flow Silt Fence at the following location:

118+94 to 121+84 L 246 Ft

112+83 to 115+23 R 300 Ft

105+00 to 110+50 R 565 Ft




2.45 Acres109+00 to 131+00 R

5.00 Acres98+00 to 131+50 L

3.39 Acres98+00 to 112+00 L

Utilize Surface Roughening at the following locations:

127+50 to 132+00 L 900 Ft

123+00 to 132+00 R 1,650 Ft

114+00 to 116+00 R 370 Ft

109+00 to 113+30 R 830 Ft

109+00 to 119+00 L 1,840 Ft


in the highway ditch channel bottom

Install Type 3 Erosion Control Blanket

128+00 to 132+00 L

121+50 to 127+00 L

115+40 to 125+00 R

113+00 to 119+00 L

111+00 to 112+75 R


Preserve Vegetated Buffer Strips

Parcel 20

Kevin Oliver

75’ 7

5’7

5’ 7

5’

D15 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

130+00 135+00 140+00 145+00 150+00 155+00 160+00

Sec. 23 - T23N - R14E

Section Line

33’

33’

33’

33’

Sec. 24 - T23N - R14E

Present US Hwy. 12100’ 100’

184th A

venue

Parcel 21

Darryl L. Dix

140+67.3

0

SE1/4

SW1/4

151+50 to 154+00 R 250 Ft



30 Ft152+17 L



0.65 Acres158+00 to 162+00 R

1.07 Acres157+50 to 162+00 L

0.39 Acres150+00 to 155+00 R

0.37 Acres150+00 to 155+00 L


150+00 to 151+00 R 190 Ft




145+00 to 155+00 R

128+50 to 140+00 R



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Parcel 20

Kevin Oliver

75’

75’

75’

75’

D16 D53

SHEETS

TOTALPROJECTSHEET

DAKOTA

SOUTH

STATE OF

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

5+00

0+00 8+55

170+00 175+00160+00 165+00 180+00 185+00 190+00


1:2

00

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Sec. 24 - T23N - R14E Sec. 24 - T23N - R14E

SE1/4

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SW1/4

Parcel 21

Darryl L. Dix

Parcel 22

Darryl L. Dix

File -

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1

100’ 100’Present US Hwy. 12

div175

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1/4 Line

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75’

75’

75’

75’

188+00 to 191+00 R 300 Ft

174+95 to 176+50 R 155 Ft



189+15 L 18 Ft

170+15-51’ R 18 Ft




176+50 to 180+00 R Perimeter Protection 350 Ft

200 Ft176+00 L (25’ shown) Box Culvert

200 Ft175+50 L (31’ shown) Box Culvert

Install Low Flow Silt Fence at the following locations:

0.31 Acres181+00 to 185+00 R

0.81 Acres181+00 to 185+00 L

0.33 Acres171+00 to 175+50 R

0.25 Acres167+00 to 169+50 R

0.54 Acres167+00 to 174+00 L


740 SqYd181+00 to 185+00 R

740 SqYd181+00 to 185+00 L

450 SqYd170+55 to 173+00 R

520 SqYd167+00 to 169+82 R

1,100 SqYd167+00 to 173+00 L




188+00 R180+00 to

186+00 L179+00 to

176+00 R170+50 to

172+00 L167+00 to


Preserve Vegetated Buffers Strips

D17 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

190+00 195+00 200+00 205+00 210+00 215+00 220+00

Section Line

Government Lot 6

1/1

6 Line

33’

33’

33’

33’

Government Lot 5

Sec. 19 - T23N - R15E

1/4 Line

Sec. 24 - T23N - R14E

100’ 100’

Parcel 22

Darryl L. Dix

193+42.9

3

205+46.5

2

218+66.8

7

E1/2 SW1/4

SE1/4

Present US Hwy. 12

Parcel 24

White Butte Ranch, LLC

75’

75’

75’

75’

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191+00 to 193+00 R 200 Ft



218+67-51’ L 18 Ft

30 Ft200+61 R

194+70 L 18 Ft




200+00 to 201+50 L 150 Ft



0.21 Acres216+00 to 218+50 R

0.30 Acres215+85 to 218+25 L

0.71 Acres195+00 to 200+00 R

1.17 Acres194+50 to 200+00 L


216+00 to 218+50 R 280 SqYd

215+85 to 218+25 L 440 SqYd




213+00 to 219+00 R

194+00 to 197+00 R



D18 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

220+00

225+00

230+00

235+00 240+00

245+00

250+00

Sec. 19 - T23N - R15E

Section Line

33’

33’

33’

33’

1/16 Line

Sec. 20 - T23N - R15E

Present US Hwy. 12

100’100’

Parcel 26

Myron W. Wolff

SE1/4

S1/2 SW1/4

Parcel 25

White Butte Ranch, LLC

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233+00 to 235+00 R 200 Ft

233+00 to 234+00 L 100 Ft

225+00 to 231+00 L 605 Ft

224+00 to 229+00 R 500 Ft



245+25 to 249+50 L 430 Ft

241+00 to 244+50 L 355 Ft

231+00 to 233+00 L 200 Ft

223+00 to 225+00 L 200 Ft



30 Ft243+15 R

18 Ft232+20 R

18 Ft224+15 R


at the pip inlets at the


235+50 to 238+00 R

219+00 to 223+00 Lat the following locations:


75’

75’

75’

75’

245+31.7

8

D19 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

250+00

255+00

260+00

265+00 270+00

275+00

280+00

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Parcel 26

Myron W. Wolff

Sec. 20 - T23N - R15E

33’

33’

Sec. 29 - T23N - R15E

Section Lin

e

100’

1/4 Line

Present US Hwy. 12

100’

75’

75’

75’

75’

75’

75’

Parcel 27

Myron W. Wolff

273+38.4

0

S1/2 SW1/4

SW1/4 SE1/4

NE1/4

NW1/4

277+00 to 279+50 R 250 Ft



265+14 R 18 Ft

261+15 R 18 Ft




259+12 to 265+00 L 590 Ft

258+00 to 258+88 L 88 Ft



250+00 to 253+00 R 0.25 Acres



250+00 to 253+00 R 550 SqYd




273+17 to 279+00 L

269+00 to 273+00 L

268+00 to 273+00 R

249+50 to 258+00 L

249+00 to 254+00 R



D20 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

280+00285+00 290+00 295+00 300+00 305+00 310+00

Parcel 27

Myron W. Wolff

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Parcel 29

Kevin Oliver

Sec. 20 - T23N - R15E

1/1

6 Line

Sec. 29 - T23N - R15E

Section Line

33’

33’

33’

33’

Sec. 21 - T23N - R15E

Sec. 28 - T23N - R15E

Present US Hwy. 12

75’

75’

75’

75’

100’100’

Parcel 30

Terry L. Hoffman & Cindy Hoffman

Parcel 31

Rodney Hoffman & Kathleen Hoffman

286+67.0

5

299+88.1

0

284+62.98

S1/2 SW1/4

NW1/4

SE1/4 SW1/4

NE1/4

Section Line

Parcel 28

Kevin Oliver

303+00 to 307+00 L

286+99 to 301+00 R

286+86 to 289+00 L

284+50 to 286+35 R



286+80 to 286+99 R 19 Ft

286+35 to 286+56 R 21 Ft

281+00 to 284+50 R 350 Ft



289+50 to 290+80 R 130 Ft

279+50 to 281+00 R 150 Ft



18 Ft290+13 L

18 Ft280+14 L



D21 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

310+00 315+00 320+00 325+00 330+00 335+00 340+00

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Section Line

1/4 Line

Sec. 28 - T23N - R15E

Sec. 21 - T23N - R15E

1/1

6 Line


75’

75’

100’

75’

75’

Parcel 30


Parcel 31

Rodney Hoffman & Kathleen Hoffman

Parcel 32


326+26.9

6

339+44.4

3

S1/2 SW1/4

NW1/4

W1/2 NE1/4

W1/2 SE1/4

Parcel 34

Joseph and Rondii Shockley Living Trust

317+00 to 323+00 L

313+00 to 320+00 R



327+50 to 343+00 L 1,730 Ft

323+00 to 326+00 L 117 Ft



327+50 to 341+00 L 1,530 Ft



200 Ft333+61 L (226 ac)

18 Ft326+27-51’ L

18 Ft311+98 L



D22 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

340+00 345+00 350+00 355+00 360+00 365+00 370+00

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Sec. 21 - T23N - R15E

Sec. 28 - T23N - R15E

Section Line

33’

33’

Sec. 27 - T23N - R15E

1/1

6 Line

Section Line

Sec. 22 - T23N - R15E


75’

75’

75’

75’

100’

4 Mile R

oad

Parcel 33

Tara Hoffman

Parcel 35

Paula Johnson

Parcel 36

Tara Hoffman

Parcel 37

John Broadbent & Vadne Broadbent

Parcel 38

Edward J. Froelich

352+61.9

0

E1/2 SE1/4W1/2 SW1/4

S1/2 SE1/4 SW1/4

NW1/4 E1/2 NE1/4

352+63 to 368+00 R

352+63 to 358+00 L

346+12 to 352+47 L

344+50 to 347+00 R

343+00 to 345+88 L



18 Ft360+00-47’ L

18 Ft 356+11 L

18 Ft346+00-51’L


at inlets of pipes at the


344+50 to 352+00 R 1.12 Acres



D23 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

370+00 375+00 380+00 385+00 390+00 395+00 400+00

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Sec. 22 - T23N - R15E

1/4 Line

Sec. 27 - T23N - R15E

Section Line Present US Hwy. 12100’

75’

75’

100’

75’

75’

Parcel 37

John Broadbent & Vadne Broadbent

Parcel 38

Edward J. Froelich

Parcel 39

Leal Mitchell

Parcel 40

Edward J. Froelich

379+03.3

0

NW1/4

NE1/4

SE1/4

S1/2 SE1/4 SW1/4

380+00 to 405+00 R

368+50 to 374+00 R



381+50 to 386+50 L 525 Ft

381+00 to 384+00 R 300 Ft



386+09 L Inlet end of pipe 30 Ft



D24 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

400+00 405+00 410+00 415+00 420+00 425+00 430+00

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Sec. 26 - T23N - R15E

Section Line

33’

33’

33’

33’

Sec. 23 - T23N - R15E

Section LinePresent US Hwy. 12100’

75’

75’

100’

75’

75’

189th A

venue

Parcel 41

Edward J. Froelich

Parcel 42

Edward J. Froelich

SE1/4

NE1/4

SW1/4

NW1/4

415+00 to 425+00 R

415+00 to 418+00 L

400+12 to 405+00 Lat the following locations:


Inlet end of pipe 30 Ft413+38 L



Parcel 39

Leal Mitchell

Parcel 40

Edward J. Froelich

405+44.7

1

D25 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

430+00 435+00 440+00 445+00 450+00 455+00 460+00

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1/4 Line

1/6

4 Line

1/1

6 Line

Sec. 23 - T23N - R15E

33’

33’

Section Line

33’

33’

Sec. 26 - T23N - R15E

Present US Hwy. 12100’ 100’

75’

75’

75’

75’

190th Street

Parcel 44

Edward J. Froelich

431+83.9

9

438+43.8

1

445+03.6

4

458+23.2

8

Section Line

SE1/4

E1/2 NW1/4 NE1/4W1/2 NW1/4 NE1/4 NE1/4 NE1/4

Parcel 43

Robertson Living TrustGeorge A. Robertson and Lavon O’Neal

456+50 to 458+00 R

451+00 to 457+90 L

447+13 to 453+50 R



Acres439+50 to 446+00 L 1.5



452+50 to 456+50 R 400 Ft



462+11-51’L 18 Ft

458+24 R &Ah 18 Ft

455+08 R 18 Ft

431+84-51’ R 18 Ft

18 Ft431+84-51’ L


at the pipe inlets at the


434+00 to 440+00 R 600 Ft



D26 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

460+00 465+00 470+00 475+00 480+00 485+00 490+00

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Parcel 45

Edward J. Froelich

Parcel 46

Dustin Ham & Emily Ham

Sec. 24 - T23N - R15E

Sec. 25 - T23N - R15E

Section Line

1/4 Line


75’

75’

100’

75’

75’

Parcel 47

(Contract Berg Living Trust)Ruth Berg & Vaughn Berg

484+60.9

4

SW1/4

NW1/4

S1/2 SE1/4

W1/2 NE1/4

Parcel 49


488+00 to 490+00 R

486+50 to 490+00 L

458+50 to 470+00 R

458+50 to 470+00 L



489+83 to 490+35 R 130 Ft

485+00 to 486+40 L 345 Ft



18 Ft486+08 R

30 Ft472+56 R




485+00 to 490+00 L 0.69 Acres

477+00 to 480+41 L 0.33 Acres

473+00 to 485+00 R 2.17 Acres

439+50 to 446+00 L 1.50 Acres



480+85 to 485+00 L 890 SqYd

472+50 to 485+00 R 2,290 SqYd

477+00 to 480+00 L 550 SqYd




D27 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

490+00

495+00

500+00

505+00

510+00

515+00

520+00

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33’

Sec. 24 - T23N - R15E

1/1

6 Line

33’

33’

1/6

4 Line

33’

33’

Section Line

33’

33’

33’

Section Line

33’

33’

Section Line

Government Lot 6

Government Lot 1

Sec. 25 - T23N - R15E

Sec. 30 - T23N - R16E

Sec. 19 - T23N - R16E

Present US Hwy. 12

100’

75’

75’

100’

75’

75’

Parcel 47


Parcel 48

Edward J. Froelich

Parcel 50

Martin J. Paul

Parcel 51


511+60.6

8

496+95.54

S1/2 SE1/4

W1/2 NE1/4

W1/2 E1/2 NE1/4

E1/2 E1/2 NE1/4

S1/2 SE1/4 SE1/4

Parcel 49


512+00 to 526+00 L

509+50 to 513+87 R

505+50 to 508+50 R

500+00 to 503+00 R



495+50 to 500+00 L 440 Ft

495+00 to 500+00 R 515 Ft



514+08 R 30 Ft

508+67 L 18 Ft

504+12-51’ R 18 Ft

18 Ft504+12-51’ L

490+59 L 18 Ft




508+50 to 509+50 R 125 Ft



5.89 Acres515+00 to 531+50 R

0.39 Acres505+00 to 508+50 R

1.94 Acres505+00 to 513+00 L


3,060 SqYd515+00 to 531+81 R

650 SqYd491+00 to 494+50 R

1,100 SqYd488+00 to 494+00 L




D28 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

520+00 525+00

530+00

535+00540+0

0

545+00

550+00

GB

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75’

75’

75’

75’

Sec. 19 - T23N - R16E1/1

6 Line

Section Line

Government Lot 6

33’

33’

1/4 Line

1/1

6 Line

Sec. 30 - T23N - R16E

100’

Present US Hwy. 12

100’

Parcel 51


Parcel 53

Darin Scott HaaseMichele Haase &

Parcel 54

David C. Sonn & Victoria L. SonnParcel 57

David C. Sonn & Victoria L. Sonn

523+96.0

7

537+88.1

1

540+27.24

E1/2 SW1/4

W1/2 SE1/4

W1/2 NE1/4

E1/2 NW1/4

SE1/4 SW1/4

W1/2 SE1/4

Parcel 52

Christian Living Trust et al. Parcel 55

Christian Living Trust et al.

537+00 to 543+50 R 685 Ft

537+00 to 546+00 L 900 Ft



200 Ft542+62 L (643 ac)

18 Ft532+16-51’ R

18 Ft520+34 R




0.39 Acres532+55 to 537+00 R


840 SqYd532+55 to 537+00 R




543+50 to 550+50 R



D29 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

550+00 555+00 560+00 565+00 570+00 575+00 580+00

Station 571+00

End NH-PH 0012(168)80

Sec. 20 - T23N - R16E

Lot 10

33’

33’

Tract 2

OUTLOT D

Tract 1

Lot 1

Section Line

Street66’

Lot 5

Section Line50’ 50’

75’

Lot 8Lot 7Lot 6

ADDITION

100’

Lot 1

1/1

6 Line

Lot 5

Lot 4

Lot 3

Lot 2

ROBERTS

Sec. 30 - T23N - R16E

Sec. 29 - T23N - R16E

Sec. 19 - T23N - R16E

TRACT A

CIT

Y LIM

ITS

200’

60’

Nineth A

venue W

est

20’

GREATPLAINS

Lot 7

ADDITION

BLOCK 1

LEMMON

TR

ACT 2

A

WEST RIVERLIVESTOCKMARKET CO. 1ST.ADDITION

RENNICHADDITION


75’

75’

75’

75’

75’

Parcel 58

Holly WaddellLynn R. Waddell a/k/a Lynn Waddell &

Parcel 59

James Stock

Parcel 60

Jo Sanders & Gary Sanders

Parcel 62

Jo Sanders & Gary Sanders

Parcel A2

Kimberly K. AndersonJack D. Anderson &

Lot 2TRACT ALot 1

TRACT B

551+08.5

6

564+28.3

8

TRACT A

SD H

wy. 73

Parcel 56

Johnson Family Trust

Parcel 56A

Marilyn WoolstonLarry Woolston &

Parcel 61

D A Peterson & Associates, LLC

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561+50 to 563+50 R

551+50 to 556+00 R



556+00 to 561+50 R 590 Ft



570+70-51’ L 18 Ft

568+78-57’ L 18 Ft

564+62-150’ L &Ah (11 ac) 18 Ft

564+29-57’L (25 ac) 18 Ft

563+94-150’ L 18 Ft

556+86 L 30 Ft




0.36 Acres565+00 to 568+00 L

0.60 Acres564+50 to 570+50 R


564+75 to 570+50 R 1,060 SqYd




185’

D30 D53

140+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

110+00115+00 120+00 125+00 130+00 135+00 140+00

Parcel A5

Timothy N. Gossman & Daniel Gossman

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Sec. 17 - T21N - R16E

Sec. 18 - T21N - R16E

TRACT B

R.O.W. Line

TRACT C

75’1/4 Line

Present SD Hwy. 73

ADDITION

150’

TRACT 1

LOT A

1/1

6 Line

Parcel A7

Jillayne J. Cain-Healy

Parcel A5


Parcel A6

Judy J. BrushMelvin J. Brush &

Parcel A3

Timothy N. Gossman & Daniel Gossman(Bureau of Reclamation) &United States - Department of Interior

HIRSCH

Begin P-PH 0073(60)231Station 117+00

Section Line

E1/2 SE1/4 NE1/4N1/2 NE1/4

N1/2 NW1/4SW1/4 NW1/4

NE1/4 SE1/4

Parcel A4

Rosenau Enterprises

133+00 to 144+70 L

118+20 to 132+00 R



40 Ft116+75 R

40 Ft116+50 R

40 Ft116+25 R



130+71 L (101 ac) 200 Ft

117+48 L (35 ac) 18 Ft


at pipe inltes at the


117+00 to 118+00 L 190 SqYd




150’

De

Witt

Road

D31 D53

140+00 170+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

140+00 145+00 150+00 155+00 160+00 165+00 170+00

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Present SD Hwy. 73 150’150’ Section Line

Sec. 8 - T21N - R16E

Sec. 7 - T21N - R16E

Section Line

33’

33’

33’

33’

Sec. 18 - T21N - R16E

Sec. 17 - T21N - R16E

Parcel A8


Parcel A5


Parcel A7


Parcel A9

Jannelle K. Cain

E1/2 SE1/4

SW1/4

165+31 to 171+00 R

150+00 to 159+00 R

144+98 to 160+00 L



1.09 Acres151+00 to 157+00 L

1.22 Acres150+50 to 155+00 R

0.29 Acres145+50 to 150+00 R


640 Ft159+00 to 165+31 R

170 Ft149+87 to 150+73 L



200 Ft160+27 L (261 ac)

18 Ft150+45 R (1 ac)

18 Ft145+44 R (6 ac)



190 SqYd160+00 to 161+00 R

190 SqYd160+00 to 161+00 L

1,210 SqYd145+44 to 152+00 R

190 SqYd145+00 to 146+00 L




D32 D53

170+00 200+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

170+00 175+00 180+00 185+00 190+00 195+00 200+00

Parcel A11

Jannelle K. Cain

Sec. 8 - T21N - R16E

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Present SD Hwy. 73

Section Line

33’

33’

33’

33’

150’150’ Section Line

1/4 Line

Sec. 7 - T21N - R16E

Rocky Rid

ge R

oad

Le

mon L

ake R

oad

Parcel A10

Jack A. Hoffman

NE1/4

W1/2 NW1/4

171+50 to 197+00 R



200 Ft199+00 to 201+00 R

261 Ft197+89 to 199+69 R

18 Ft197+36 to 197+54 R

50 Ft182+55 to 183+05 R



18 Ft182+80 L (23 ac)

18 Ft176+30 L (6 ac)

18 Ft171+27-51’ R

18 Ft171+27-51’ L

200 Ft160+27 L (261 ac)




D33 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

200+00 205+00 210+00 215+00 220+00 225+00 230+00

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Parcel A12

(Contract Charles W. Anderson & Koreen Anderson)William J. Leingang & Phyllis M. Leingang

Parcel 63

Brian K. Knox & Ginger E. Knox

Sec. 6 - T21N - R16E

Section Line

Sec. 5 - T21N - R16E

150’ 150’Present SD Hwy. 73

30’

1/4 Line

30’

Parcel A14


SE1/4

SW1/4

Parcel A13

Ruth M. BergVaughn E. Berg &

211+00 to 233+00 R

204+00 to 211+00 L

199+69 to 202+00 R



223+00 to 225+50 R 250 Ft



225+26 L (67 ac) 120 Ft

224+14-51’ L (18 ac) 18 Ft

206+41 R (3 ac) 18 Ft




0.69 Acres202+00 to 209+00 R

0.87 Acres202+00 to 210+50 L


1,290 SqYd202+00 to 209+00 R

1,560 SqYd202+00 to 210+50 L




D34 D53

230+00260+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

230+00 235+00 240+00 245+00 250+00 255+00 260+00

RR

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Sec. 6 - T21N - R16E

Sec. 32 - T22N - R16E

Sec. 31 - T22N - R16E

Sec. 5 - T21N - R16E

33’

Present SD Hwy. 73 150’

Section Line

33’

33’

33’

150’ Section Line

Government Lot 1

Government Lot 4

1/1

6 Line

Parcel A14


Parcel A15

Ona B. Leslie

Parcel A16

Ona B. Leslie

Parcel A13

Ruth M. BergVaughn E. Berg &

SE1/4 NE1/4

SE1/4

SW1/4

S1/2 NW1/4

251+00 to 257+00 R

247+00 to 250+00 L

244+00 to 246+00 R

234+00 to 240+00 R



332 Ft235+38 to 238+70 R



251+13 L (77 ac) 18 Ft

244+40 L (16 ac) 18 Ft

239+26 L (44 ac) 18 Ft




D35 D53

260+00 290+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

0+00

5+00

8+61

260+00 265+00 270+00 275+00 280+00 285+00 290+00

M

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Sec. 32 - T22N - R16E

Sec. 31 - T22N - R16E

Section Line

1/4 Line


Parcel A15

Ona B. Leslie

Parcel A16

Ona B. Leslie

Parcel A17

Ona B. Leslie

Parcel A18

Ona B. Leslie

SE1/4

SW1/4

NE1/4

NW1/4

260+00 to 264+50 R

260+00 to 264+50 L



285+50 (TBD) Box Culverts 1,000 Ft

835 Ft277+10 to 285+00 R

1,130 Ft266+00 to 276+84 R

950 Ft264+50 to 274+00 L



315 Ft285+00 to 287+00 R

150 Ft264+50 to 266+00 R



30 Ft287+09-51’ R

18 Ft276+96-51’ L

Ft120265+90 L (52 ac)



Install High Flow Silt Fence D36 D53

290+00320+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

8+61

290+00 295+00 300+00 305+00 310+00 315+00 320+00

Sec. 30 - T22N - R16E

Sec. 31 - T22N - R16E

Sec. 32 - T22N - R16E Sec. 29 - T22N - R16E

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Section Line

33’

33’

Section Line

33’

33’

150’150’ Present SD Hwy. 73

108th Street

Parcel A17

Ona B. LeslieParcel A19

Morgan J. Berg & Laurie L. Berg

Parcel A18

Ona B. Leslie Parcel A20

Ona B. Leslie

SE1/4

SW1/4

NE1/4

NW1/4

306+00 to 320+30 L

289+00 to 303+00 L

287+50 to 303+00 R



380 Ft304+72 to 306+00 L


Install High Flow Silt Fence 317+23 R (56 ac) 120 Ft

313+11 R (11 ac) 18 Ft

304+70 R Across Ditch 40 Ft







D37 D53

320+00

350+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

320+00 325+00 330+00 335+00 340+00 345+00 350+00

Sec. 29 - T22N - R16E

Sec. 30 - T22N - R16E

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Parcel A19


Parcel A21

Gary Frisvold

Present SD Hwy. 73

1/1

6 Line

150’150’ Section Line

1/4 Line

Present SD Hwy. 73

Parcel A20

Ona B. Leslie Parcel A22

Ona B. Leslie

SE1/4

SW1/4NW1/4 NW1/4

NE1/4

NW1/4

325+22 to 356+00 L



320+30 to 325+22 L 495 Ft



18 Ft346+05-51’ R (6 ac)

200 Ft341+04 R (814 ac)

30 Ft336+86 R (11 ac)

18 Ft330+34 R

18 Ft329+80-51’ L



Install High Flow Silt Fence D38 D53

350+00

380+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

350+00 355+00 360+00 365+00 370+00 375+00 380+00

Sec. 30 - T22N - R16E

Sec. 29 - T22N - R16E

Sec. 19 - T22N - R16E

Sec. 20 - T22N - R16E

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33’

33’

Section Line

33’

33’

107th Street

Flat

Cre

ek R

oad

Parcel A21

Gary Frisvold

Parcel A22

Ona B. Leslie

Parcel A23

Gary D. Frisvold

Parcel A24


NW1/4 NW1/4

SE1/4

SW1/4

NE1/4

375+12 to 379+56 L

370+00 to 374+88 L

356+50 to 363+00 R

356+50 to 368+00 L



368+00 to 370+00 L 210 Ft



120 Ft379+78 R (56 ac)

200 Ft367+57 R (951 ac)

18 Ft356+80 R (18 ac)

356+21-51’ L (22 ac) 18 Ft

18 Ft350+25 R (10 ac)



379+55 to 382+00 L 385 Ft




190 SqYd367+00 to 368+00 L




D39 D53

380+00 410+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

380+00 385+00 390+00 395+00 400+00 405+00 410+00

R

Sec. 19 - T22N - R16E

Sec. 20 - T22N - R16E

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Present SD Hwy. 73

Section Line

33’

33’

33’

33’

150’150’

1/1

6 Line

Section Line

1/4 Line

106th Street

Parcel A26

Charlotte Schott & Ray Schott Parcel A27

John E. Hunter

NE1/4

S1/2 NW1/4

N1/2 NW1/4

Parcel A25

Gary D. Frisvold & Norman Frisvold

397+55 to 403+00 L



235 Ft407+50 to 409+00 R

470 Ft403+00 to 407+50 R

380 Ft403+00 to 406+60 L

320 Ft393+00 to 396+00 R

600 Ft391+30 to 397+05 L

340 Ft387+12 to 390+24 L


Install Low Flow Silt Fence240 Ft406+55 to 409+00 L

155 Ft397+05 to 397+55 L

150 Ft390+20 to 391+30 L




30 Ft408+00 R (36 ac)

18 Ft397+31 R (1 ac)

18 Ft391+00 R (1 ac)

387+00-51’ R (44 ac) 30 Ftfollowing locations:



1.02 Acres398+00 to 403+00 L

1.57 Acres397+50 to 403+00 R

0.51 Acres391+50 to 397+00 L

0.17 Acres391+00 to 393+00 R

0.21 Acres388+00 to 390+50 R


370 SqYd391+00 to 393+00 R

570 SqYd387+40 to 390+50 R




D40 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

410+00 415+00 420+00 425+00 430+00 435+00 440+00

Sec. 18 - T22N - R16E

Sec. 17 - T22N - R16E Parcel A32

William B. Penfield & Vickie R. Penfield

Parcel A30

William B. Penfield & Vickie R. Penfield

Parcel A29

John E. Hunter

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Present SD Hwy. 73

1/4 Line

150’ Section Line

1/1

6 Line

150’

Parcel A28

Ruth Kruse Adams & Lo-Ella Adams Gramlich

Parcel A31

Barber Living Trust

SE1/4

W1/2 SW1/4 SW1/4

NW1/4 SW1/4

SW1/4 NW1/4

427+91 to 428+41 L

422+12 to 426+00 R

418+00 to 425+50 L

411+50 to 414+00 L


Preserve Vegetation Buffer Strips

350 Ft436+00 to 439+50 R

270 Ft431+57 to 434+27 L

305 Ft429+00 to 430+32 L

370 Ft414+00 to 417+49 L



250 Ft437+00 to 439+50 L

60 Ft428+41 to 429+00 L

195 Ft417+49 to 417+96 L

382 Ft409+21 to 411+50 L



18 Ft438+06 R (15 ac)

30 Ft428+13 R (44 ac)

18 Ft422+00-51’ R

18 Ft417+78 R (2 ac)

30 Ft410+20 R (29 ac)




0.13 Acres428+00 to 430+00 R

0.51 Acres423+00 to 425+00 R

0.60 Acres418+00 to 421+59 R

0.74 Acres418+00 to 425+00 L

0.25 Acres413+00 to 417+00 R


370 SqYd428+00 to 430+00 R

730 SqYd417+65 to 421+59 R

1,100 SqYd418+00 to 424+00 L

740 SqYd413+00 to 417+00 R




D41 D53

440+00

470+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

440+00 445+00 450+00 455+00 460+00 465+00 470+00

M

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Section Line

Sec. 17 - T22N - R16E

Sec. 18 - T22N - R16E

150’ 150’

Section Line

33’

33’

Present SD Hwy. 73

33’

33’

Sec. 7 - T22N - R16E

Sec. 8 - T22N - R16E

NE1/4

SW1/4 NW1/4

NW1/4 NW1/4

453+00 to 461+75 L

441+00 to 444+50 R

441+00 to 444+00 L



305 Ft452+00 to 455+00 R

105 Ft445+50 to 446+50 R



200 Ft463+50 to 465+50 R

160 Ft451+50 to 453+00 L

100 Ft448+50 to 449+50 L

200 Ft446+50 to 448+50 R



30 Ft465+07 L (41 ac)

18 Ft458+16-51’ R

200 Ft452+25 R (719 ac)

120 Ft448+26 R (88 ac)




0.08 Acres469+00 to 470+00 L

0.38 Acres449+00 to 451+00 R

0.21 Acres443+00 to 445+50 R

1.05 Acres443+00 to 448+00 L


190 SqYd469+00 to 470+00 L

510 SqYd455+00 to 457+76 R

740 SqYd454+00 to 458+00 L

460 SqYd443+00 to 445+50 R

1,010 SqYd443+00 to 448+50 L




D42 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

470+00 475+00 480+00 485+00 490+00 495+00 500+00

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Parcel A33

Clarence Smebakken

Parcel A35

Anthony Waller & Joyce Waller

Parcel A34

Marie E. Edwards

Parcel A37

Marie E. Edwards

SE1/4

SW1/4

SE1/4 NE1/4

NW1/4

499+00 to 500+00 R

497+00 to 500+00 L

494+00 to 497+00 R

493+00 to 495+00 L

483+00 to 486+00 R



665 Ft486+50 to 493+00 L

610 Ft486+00 to 492+00 R

230 Ft480+00 to 482+25 R

230 Ft480+00 to 482+25 L

500 Ft470+15 to 475+00 L



18 Ft499+22 L (2 ac)

18 Ft482+50-51’ R

18 Ft475+22 R (2 ac)



1.00 Acres495+50 to 499+00 L

1.54 Acres492+00 to 505+00 R

0.66 Acres475+50 to 480+00 R

0.57 Acres475+00 to 480+00 L

0.45 Acres469+00 to 474+50 R


920 Ft475+00 to 480+00 R

920 Ft475+00 to 480+00 L

1,060 Ft469+00 to 474+76 R




Sec. 7 - T22N - R16E

Sec. 8 - T22N - R16E

D43 D53

500+00

530+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

500+00 505+00 510+00 515+00 520+00 525+00 530+00

Sec. 6 - T22N - R16ESec. 7 - T22N - R16E

Sec. 5 - T22N - R16ESec. 8 - T22N - R16E

Parcel A36

Marie E. Edwards

Parcel A38

Marie E. Edwards

Parcel A37

Marie E. Edwards

Parcel A39


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Section Line

33’

33’

1/1

6 Line

33’

33’

104th Street

SE1/4N1/2 NE1/4

W1/2 SW1/4

521+50 to 523+00 R

521+50 to 525+00 L

514+94 to 517+00 L

509+00 to 514+66 L



330 Ft526+50 to 529+73 L

300 Ft518+50 to 521+50 R

265 Ft500+80 to 503+36 L



300 Ft525+00 to 526+50 L

350 Ft517+00 to 520+50 L

250 Ft506+50 to 509+00 L

237 Ft503+18 to 505+00 L



18 Ft526+06 R (7 ac)

200 Ft520+18 R (163 ac)

30 Ft507+47 R (49 ac)

120 Ft504+75 R (79 ac)



Install High Flow Silt Fence 0.28 Acres526+00 to 529+50 R

0.53 Acres521+50 to 525+50 R

0.48 Acres521+50 to 525+00 L

0.34 Acres515+50 to 518+00 R

0.29 Acres501+00 to 504+50 L


660 SqYd526+00 to 529+60 R

1,250 SqYd498+00 to 504+80 R




D44 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

530+00 535+00 540+00 545+00 550+00 555+00 560+00

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Government Lot 1

Government Lot 4

Present SD Hwy. 73

1/1

6 Line

150’150’

1/4 Line

Sec. 5 - T22N - R16E

Sec. 6 - T22N - R16E

Parcel A38

Marie E. Edwards

Parcel A39


Parcel A40

Douglas D. Ham

Parcel A41


Section Line

SW1/4 NW1/4

SE1/4 NE1/4

557+00 to 563+00 L

553+50 to 556+50 R

548+50 to 550+50 R

542+00 to 548+00 R

541+50 to 549+00 L

533+00 to 533+00 R

530+13 to 535+00 L



563+44 to 567+40 R 475 Ft

563+00 to 565+00 L 210 Ft

556+00 to 557+50 L 160 Ft

549+00 to 553+50 R 445 Ft

537+00 to 541+56 L 465 Ft



290 Ft565+00 to 567+40 L

250 Ft553+50 to 556+00 L



18 Ft565+99 R (23 ac)

30 Ft554+84 R (40 ac)

18 Ft530+00-51’R


Install High Flow Silt Fence 0.74 Acres557+00 to 563+00 L

1.19 Acres556+50 to 563+00 R

0.35 Acres550+50 to 553+50 R

0.94 Acres541+50 to 549+00 R

0.88 Acres541+50 to 549+00 L

1.34 Acres530+50 to 541+50 R

0.77 Acres530+50 to 537+50 L


190 SqYd567+00 to 568+00 R

280 SqYd556+50 to 558+00 R

280 SqYd550+50 to 552+00 R

1,290 SqYd530+50 to 537+50 L

2,420 SqYd530+31 to 543+50 R




D45 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

560+00 565+00 570+00 575+00 580+00 585+00 590+00

RR

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Sec. 5 - T22N - R16E

Sec. 6 - T22N - R16E

Parcel A40

Douglas D. Ham

150’150’

Section Line

33’

33’

33’

33’

Section Line

Sec. 31 - T23N - R16E

Sec. 32 - T23N - R16E

Present SD Hwy. 73

Parcel A41


SE1/4

SW1/4

Parcel A43

Ronald T. Ford & Charolette L. Ford

Parcel A42

R. Ray Schott & Charlotte SchottRuth D. Friez, Deloris M. Hintz &

588+50 to 591+00 R

572+00 to 580+00 R

568+00 to 583+00 L

562+00 to 563+00 Rat the following locations:


586+50 to 588+50 L 200 Ft



584+00 to 588+50 R 460 Ft



120 Ft587+11 L (93 ac)

18 Ft580+99-51’ R

18 Ft577+15 R (20 ac)




0.23 Acres581+50 to 583+80 R

0.74 Acres581+00 to 587+00 R


440 SqYd581+40 to 583+80 R

1,100 SqYd581+00 to 587+00 L




D46 D53

590+00 620+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

590+00 595+00 600+00 605+00 610+00 615+00 620+00

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33’

Section Line

33’

LOT 13

LOT 14LOT 15

2ND ADDITION

150’

LOT 16

150’

BRODIE’S

1/1

6 Line

Section Line

1/4 Line

Present SD Hwy. 73

Sec. 31 - T23N - R16E

Sec. 32 - T23N - R16E

102nd Street

Parcel A44

Arlys K. BartholomewLarry L. Trautman, Alice M. Trautman &

Parcel A46

Leon Brodie & Edith Brodie

S1/2 NW1/4

NE1/4

Parcel A43


Parcel A45


Parcel A42

R. Ray Schott & Charlotte SchottRuth D. Friez, Deloris M. Hintz &

598+95 to 606+48 R



614+00 to 618+00 L 400 Ft

605+00 to 612+00 L 700 Ft

603+00 to 604+50 R 150 Ft

593+00 to 598+60 R 570 Ft



200 Ft612+00 to 614+00 L

205 Ft591+00 to 593+00 R



18 Ft613+12 R (2 ac)

18 Ft592+33 L (12 ac)




0.85 Acres614+00 to 619+00 R

0.41 Acres609+50 to 612+50 R

1.79 Acres597+50 to 605+00 L

0.23 Acres595+00 to 598+00 R

0.64 Acres592+50 to 597+50 L

0.20 Acres589+00 to 591+00 R

0.45 Acres589+00 to 592+00 L


592+00 to 597+50 L 1,010 SqYd




D47 D53

620+00 650+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

620+00 625+00 630+00 635+00 640+00 645+00 650+00

GB

Sec. 30 - T23N - R16E

Sec. 29 - T23N - R16E

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150’150’150’

TRACT A-1

1/4 Line

TRACT B

125’ 125’

TRACT A-2

ADDITION

ADDITION

TRACT A-2

Section Line

TRACT C

TRACT A-3

Lot 2

Lot 1KOSTELECKY’S

LOT 3Lot 2

ADDITION

BRODIE 60’

Road

way

60’

KOSTELECKYADDITION

60’

1/1

6 Line

WADDELL

Roadway

33’

33’

Section Line

33’

33’

Present SD Hwy. 73

75’

75’

102nd Street

Parcel A51

Kostelecky Family Trust

Parcel A52

Jeff Riley & Marianne Riley

Parcel A54

(Contract Paul Huffman)Esther V. KosteleckyGeorge Kostelecky &

Parcel A50

Paul Huffman

Parcel A47

David C. Sonn & Victoria L. Sonn

Parcel A48

Delwyn L. Newman & Linda M. Newman

Parcel 64

Linda M. NewmanDelwyn L. Newman &

Parcel 65

Revokable TrustThelma J. Lemke William B. Lemke &

Parcel A53


SE1/4 SE1/4

LOT A2-R

Parcel A49

Craig AndersonTerry Anderson &

645+12 to 648+38 L

642+00 to 644+88 L

634+12 to 641+72 L



626+00 to 627+00 L 395 Ft



800 Ft625+50 to 63+50 R



18 Ft648+50-51’ L

18 Ft641+84-51’ L

18 Ft638+00-51’ R

18 Ft634+00-49’ R

18 Ft634+00-47’ L

120 Ft632+11 L (85 ac)

200 Ft625+39 L (527 ac)

18 Ft620+40-51’ L




0.43 Acres621+00 to 625+50 R

0.34 Acres621+00 to 624+00 L


830 SqYd621+00 to 625+50 R

950 SqYd620+82 to 626+00 L




TRACT A

LOT A1-R

D48 D53

650+00

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231 NH 0012(159)91

0+00

5+00

8+098+09650+00 655+00 660+00 665+00 670+00 673+26

560+00

565+00

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150’

TRACT A

Section Line

Section Line

50’

50’

Tract 2

OUTLOT

D

Street

66’

Lot 3Lot 4Lot 5

Property Line

33’

33’33’75’

Lot 8

Lot 7

Lot 6

ROBERTS

ADDITION

Section Line

Tract 1Lot 10 Lot 9 Lot 8

1/1

6 Line

Present SD Hwy. 73150’

75’

75’

Parcel A53


Parcel A54

(Contract Paul Huffman)George Kostelecky & Esther V. Kostelecky

Parcel A55

Lemmon Livestock, Inc.

End P-PH 0073(60)231Station 673+00

SW1/4 NW1/4

E1/2 NE1/4

665+00 to 672+49 L

648+62 to 654+50 L



654+80 (TBD) Box Culverts 1,000 Ft



654+50 to 656+00 L 150 Ft

653+25 to 661+50 R 825 Ft



0.14 Acres671+50 to 672+75 R


230 SqYd671+50 to 672+75 R

180 SqYd665+00 to 65+94 R




18 Ft671+50 R (5 ac)

18 Ft666+42-51’ R

661+78-51’ R (7 ac)18 Ft

18 Ft661+88-51’ L



100’

Sec. 19 - T23N - R16E

Sec. 20 - T23N - R16E

Sec. 30 - T23N - R16E

Sec. 29 - T23N - R16E

D49 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

NH-PH 0012(168)80P-PH 0073(60)231NH 0012(159)91

A

11

A

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Existing Roa

d

6" to 8" Berm

(If Necessary)

Drainage Pipe

(If Necessary)

Embankment12" of Granular Material

Reinforcement Fabric (MSE)

12" of Pit Run Material

(Min.)

12"

(Min.)

12"

(Min.)15

’

B

B

6" to 8"

33

15’

Roadway

SECTION A-A

15’

(Min.)

12" of Granular Material

12" Pit Run Material

SECTION B-B


GENERAL NOTES:

See SECTION A-A.

shall be used to prevent sediment or mud from being deposited on the roadway.

If the grade of the entrance slopes down to the roadway, a berm of extra rock

to meet field conditions. All cost shall be incidental to the various bid items.

If a drainage pipe is necessary the size and type shall be determined by the Contractor

If embankment is necessary it shall be pit run material.

TRANSVERSE TO ROADWAY PARALLEL TO ROADWAY

10’ 50’

(Min.)

Work Area

12" of Granular material

12" Pit Run MaterialSECTION A-A


Existing Surface

Existing Surface

15’

(Min.)

Reinforcement Fabric (MSE)12" of Granular Material

12" Pit Run Material

SECTION B-B

Traffic Dire

ctio

n

Traffic Direction

PLAN VIEW

15’

(Min.)

Work Area

A

10’

B B

50’

(Min.)

Granular Material

12" of

Surface

Existing Channelizing Device

Legend

A

(Min.)

50’

SDDOT CONSTRUCTION ENTRANCE D50 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

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D51 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

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D52 D53

DAKOTA

SOUTH

STATE OFPROJECT

SHEETSHEETS

TOTAL

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D53 D53

Date post:	17-May-2018
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SECTION D: EROSION AND SEDIMENT CONTROL...

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