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Pursuant to Section 404 of the Clean Water Act (33 U.S. Code 1344)

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Pursuant to Section 404 of the Clean Water Act (33 U.S. Code 1344), notice is hereby given that, the Arkansas Highway and Transportation Department (AHTD), PO Box 2261, Little Rock, Arkansas 72203-2261, has requested authorization for the placement of dredged and fill material in waters of the United States associated with widening 17.8 miles of U.S. Highway 70 and constructing four replacement bridges. This project was originally planned as two AHTD jobs, CA0606 and 061377, but has now been combined into one job CA0610. The proposed project begins on the east side of Hot Springs and extends eastward to Interstate 30. The project is located in section 5, T. 3 S., R. 18 W., sections 23, 24, 26, 27, 33, 34, 35, T. 2 S., R. 18 W., sections 13, 14, 15, 16, 17, 18 and 19, T. 2 S., R. 17 W., and sections 18, 19, 20, 21, 22, 23 and 24, T. 2. S, R. 16 W., Garland and Saline Counties, Arkansas. The overall purpose of the project is to construct a wider roadway and replace four structurally deficient bridges between Hot Springs and Interstate 30. The basic purpose of the project is to enhance safety and relieve congestion on U.S. Highway 70.

TO WHOM IT MAY CONCERN: Comments are invited on the work described below. Please see the Public Involvement section for details on submitting comments. Point of Contact. If additional information is desired, please contact the project manager, Mr. Johnny McLean, telephone number: (501) 324-5295, mailing address: Little Rock District Corps of Engineers, Regulatory Division, PO Box 867, Little Rock, Arkansas 72203‑0867, email address: Johnny.L.McLean@usace.army.mil Project Information. Pursuant to Section 404 of the Clean Water Act (33 U.S. Code 1344), notice is hereby given that Arkansas Highway and Transportation Department (AHTD) PO Box 2261 Little Rock, Arkansas 72203-2261 has requested authorization for the placement of dredged and fill material in waters of the United States associated with widening 17.8 miles of U.S. Highway 70 and constructing four replacement bridges. This project was originally planned as two AHTD jobs, CA0606 and 061377, but has now been combined into one job CA0610. The proposed project begins on the east side of Hot Springs and extends eastward to Interstate 30. The project is located in section 5, T. 3 S., R. 18 W., sections 23, 24, 26, 27, 33, 34, 35, T. 2 S., R. 18 W., sections 13, 14, 15, 16, 17, 18 and 19, T. 2 S., R. 17 W., and sections 18, 19, 20, 21, 22, 23 and 24, T. 2. S, R. 16 W., Garland and Saline Counties, Arkansas. The overall purpose of the project is to construct a wider roadway and replace four structurally deficient bridges between Hot Springs and Interstate 30. The basic purpose of the project is to enhance safety and relieve congestion on U.S. Highway 70. The project is not water dependent. The entire project would be built on existing alignment and would add two travel lanes and a median. The upgraded roadway would consist of four 12-foot-wide travel lanes with 8-foot-wide shoulders and an 11-foot-wide median or left turn lane. The average right-of-way width for the project is 300 feet and the total length for the project is 17.8 miles. The Federal Highway Administration approved Job CA0606 as a categorical exclusion (CE) on April 15, 2016, and Job 061377 as a CE on December 28, 2015. A copy of these documents is available for viewing at the AHTD Central Office in Little Rock. The project would cross fifty-six stream segments impacting approximately 6,749 linear feet and nine wetland areas impacting approximately 1.28 acres. Named streams include Tenmile Creek, Caney Creek and East Branch of Gulpha Creek which are perennial. The remaining streams are intermittent and ephemeral unnamed tributaries that range from functionally impaired to fully functional. The primary impact to streams would be extending box or pipe culverts. Approximately 4,189 linear feet of stream impacts would consist of crossing the streams perpendicularly and extending box or pipe culverts where total impacts at each crossing would be less than 300 linear feet. Approximately 2,560 linear feet of stream impacts would consist of filling and realigning or relocating streams for embankment widening and culvert construction. Temporary work roads for bridge construction would be built at Tenmile Creek and Caney Creek. The substrate for all of the streams is generally a mix of sand and gravel and the overall water quality for each stream is generally good. Tenmile Creek flows into the South Fork of the Saline River approximately 0.5 miles south of the project and is designated as an Ecologically Sensitive Waterbody by the Arkansas Department of Environmental Quality. Wetlands within the project area are primarily herbaceous and scrub/shrub vegetated depressions associated with stream channels. These wetlands have been previously impacted and have low functions and values. Dominant vegetation in the wetlands consists of black willow (Salix nigra), button bush (Cephalanthus occidentalis), bushy bluestem (Andropogon glomeratus), narrowleaf cattail (Typha angustifolia), soft rush (Juncus effusus) and yellow nutsedge (Cyperus esculentes). The project is located in the Central Mountain Ranges and Central Hills, Ridges and Valley subdivisions of the Ouachita Mountains Ecoregion. The project lies within the Ouachita Headwaters (hydrologic unit code 08040101) and Upper Saline River (hydrologic unit code 08040203) watersheds. Lands adjacent to the project are primarily forested and sparsely populated with residential homes and a few businesses. The majority of the project would be constructed within the existing 300-foot-wide highway right-of-way which has been previously impacted by roadway and utility construction. The AHTD consulted with the U.S. Fish and Wildlife Service (USF&WS) regarding potential impacts to the Federally endangered Arkansas Fatmucket (Lampsilis powelli) and Federally threatened Northern Long-eared Bat (Myotis septentrionalis). The AHTD determined that, although the habitat and flow regime are not suitable for the Arkansas Fatmucket within the project area, it is possible that fish hosts of this mussel may utilize these tributaries for breeding or foraging. Special Provisions will be included in the contract that outline the use of best management practices to reduce the likelihood that sediments or hazardous chemicals will enter any tributary of the South Fork of the Saline River. For the Northern Long-eared Bat, the AHTD consulted with the USF&WS in accordance with the 4(d) Rule and determined that a Special Provision would be included in the contract to address compliance of all off-site areas. Approximately 0.2 acres of prime farmland would be converted to highway right-of-way for highway construction. The State Historic Preservation Officer (SHPO) recommended Phase II testing on three archeological sites to determine if they are eligible for inclusion on the National Register of Historic Places (NRHP). The SHPO also recommended Phase II testing on an additional site to determine if deeply-buried deposits exist and, if necessary, to determine NRHP eligibility. The Phase II work is within the existing right-of-way and will be completed by the AHTD. There are no environmental justice issues associated with the project. The project would not relocate any residences or businesses. Saline and Garland Counties participate in the National Flood Insurance Program (NFIP). Some segments of the project lie within Zone A which is the designation for a Special Flood Hazard Area. The AHTD has determined that the project will not support incompatible use and development of the floodplain and adjacent properties should not be impacted nor have a greater flood risk than existed before construction of the project, and none of the encroachments will constitute a significant floodplain encroachment or a significant risk to property or life. The AHTD attempted to cross the streams perpendicular to their paths and the alignment was shifted to the north or south at various locations in order to avoid or minimize impacts, however, complete avoidance was not possible. Temporary and permanent erosion control measures will minimize adverse impacts to streams and adjacent wetlands. The AHTD proposes to mitigate for the unavoidable impacts to 2,560 linear feet of stream and 1.28 acres of wetlands at their Upper Saline River Mitigation Bank. Stream credit requirements were calculated utilizing the Little Rock District Stream Method and wetland credit requirements were calculated utilizing the Charleston Method. Copies of the stream credit and wetland credit worksheets are attached. The location and general plan for the proposed work are shown on the enclosed sheets 1 through 50 of 50. Water Quality Certification. By copy of this public notice, the applicant is requesting water quality certification from the Arkansas Department of Environmental Quality (ADEQ) in accordance with Section 401(a)(1) of the Clean Water Act. Upon completion of the comment period and a public hearing, if held, a determination relative to water quality certification will be made. Evidence of this water quality certification or waiver of the right to certify must be submitted prior to the issuance of a Corps of Engineers permit. Cultural Resources. The AHTD staff archeologists have reviewed topographic maps, the National Register of Historic Places, and other data on reported sites in the area. The FHWA has completed coordination with all associated Native American Nations and tribal governments. The District Engineer invites responses to this public notice from Federal, State, and local agencies; historical and archeological societies; and other parties likely to have knowledge of or concerns with historic properties in the area. Endangered Species. Our preliminary determination is that the proposed activity will not affect listed Endangered Species or their critical habitat. A copy of this notice is being furnished to the U.S. Fish and Wildlife Service and appropriate state agencies and constitutes a request to those agencies for information on whether any other listed or proposed‑to‑be‑listed endangered or threatened species may be present in the area which would be affected by the proposed activity. Floodplain. We are providing copies of this notice to appropriate floodplain officials in accordance with 44 CFR Part 60 (Floodplain Management Regulations Criteria for Land Management and Use) and Executive Order 11988 on Floodplain Management. Section 404(b)(1) Guidelines. The evaluation of activities to be authorized under this permit which involves the discharge of dredged or fill material will include application of guidelines promulgated by the Administrator, Environmental Protection Agency, under authority of Section 404(b) of the Clean Water Act. These guidelines are contained in 40 Code of Federal Regulations (CFR) 230. Public Involvement. Any interested party is invited to submit to the above-listed POC written comments or objections relative to the proposed work on or before November 28, 2016. Substantive comments, both favorable and unfavorable, will be accepted and made a part of the record and will receive full consideration in determining whether this work would be in the public interest. The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people. The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Any person may request in writing within the comment period specified in this notice that a public hearing be held to consider this application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. The District Engineer will determine if the issues raised are substantial and whether a hearing is needed for making a decision. NOTE: The mailing list for this Public Notice is arranged by state and county(s) where the project is located, and also includes any addressees who have asked to receive copies of all public notices. Please discard notices that are not of interest to you. If you have no need for any of these notices, please advise us so that your name can be removed from the mailing list. Enclosures Approximate Coordinates of Project Center Latitude: 34.55136 Longitude: -92.79193 UTM Zone: 15 North: 3823311 East: 519089

JOINT PUBLIC NOTICE US Army Corps of Engineers® Little Rock District

CORPS OF ENGINEERS ­ STATE OF ARKANSAS Application Number: MVK 2016-00927 Date: November 3, 2016 Comments Due: November 28, 2016

TO WHOM IT MAY CONCERN: Comments are invited on the work described below. Please see the Public Involvement section for details on submitting comments. Point of Contact. If additional information is desired, please contact the project manager, Mr. Johnny McLean, telephone number: (501) 324-5295, mailing address: Little Rock District Corps of Engineers, Regulatory Division, PO Box 867, Little Rock, Arkansas 72203-0867, email address: Johnny.L.McLean@usace.army.mil Project Information. Pursuant to Section 404 of the Clean Water Act (33 U.S. Code 1344), notice is hereby given that Arkansas Highway and Transportation Department (AHTD) PO Box 2261 Little Rock, Arkansas 72203-2261 has requested authorization for the placement of dredged and fill material in waters of the United States associated with widening 17.8 miles of U.S. Highway 70 and constructing four replacement bridges. This project was originally planned as two AHTD jobs, CA0606 and 061377, but has now been combined into one job CA0610. The proposed project begins on the east side of Hot Springs and extends eastward to Interstate 30. The project is located in section 5, T. 3 S., R. 18 W., sections 23, 24, 26, 27, 33, 34, 35, T. 2 S., R. 18 W., sections 13, 14, 15, 16, 17, 18 and 19, T. 2 S., R. 17 W., and sections 18, 19, 20, 21, 22, 23 and 24, T. 2. S, R. 16 W., Garland and Saline Counties, Arkansas. The overall purpose of the project is to construct a wider roadway and replace four structurally deficient bridges between Hot Springs and Interstate 30. The basic purpose of the project is to enhance safety and relieve congestion on U.S. Highway 70. The project is not water dependent. The entire project would be built on existing alignment and would add two travel lanes and a median. The upgraded roadway would consist of four 12-foot-wide travel lanes with 8-foot-wide shoulders and an 11-foot-wide median or left turn lane. The average right-of-way width for the project is 300 feet and the total length for the project is 17.8 miles. The Federal Highway Administration approved Job CA0606 as a categorical exclusion (CE) on April 15, 2016, and Job 061377 as a CE on December 28, 2015. A copy of these documents is available for viewing at the AHTD Central Office in Little Rock. The project would cross fifty-six stream segments impacting approximately 6,749 linear feet and nine wetland areas impacting approximately 1.28 acres. Named streams include Tenmile Creek, Caney Creek and East Branch of Gulpha Creek which are perennial. The remaining streams are intermittent and ephemeral unnamed tributaries that range from functionally impaired to fully

-1-

functional. The primary impact to streams would be extending box or pipe culverts. Approximately 4,189 linear feet of stream impacts would consist of crossing the streams perpendicularly and extending box or pipe culverts where total impacts at each crossing would be less than 300 linear feet. Approximately 2,560 linear feet of stream impacts would consist of filling and realigning or relocating streams for embankment widening and culvert construction. Temporary work roads for bridge construction would be built at Tenmile Creek and Caney Creek. The substrate for all of the streams is generally a mix of sand and gravel and the overall water quality for each stream is generally good. Tenmile Creek flows into the South Fork of the Saline River approximately 0.5 miles south of the project and is designated as an Ecologically Sensitive Waterbody by the Arkansas Department of Environmental Quality. Wetlands within the project area are primarily herbaceous and scrub/shrub vegetated depressions associated with stream channels. These wetlands have been previously impacted and have low functions and values. Dominant vegetation in the wetlands consists of black willow (Salix nigra), button bush (Cephalanthus occidentalis), bushy bluestem (Andropogon glomeratus), narrowleaf cattail (Typha angustifolia), soft rush (Juncus effusus) and yellow nutsedge (Cyperus esculentes). The project is located in the Central Mountain Ranges and Central Hills, Ridges and Valley subdivisions of the Ouachita Mountains Ecoregion. The project lies within the Ouachita Headwaters (hydrologic unit code 08040101) and Upper Saline River (hydrologic unit code 08040203) watersheds. Lands adjacent to the project are primarily forested and sparsely populated with residential homes and a few businesses. The majority of the project would be constructed within the existing 300-foot-wide highway right-of-way which has been previously impacted by roadway and utility construction. The AHTD consulted with the U.S. Fish and Wildlife Service (USF&WS) regarding potential impacts to the Federally endangered Arkansas Fatmucket (Lampsilis powelli) and Federally threatened Northern Long-eared Bat (Myotis septentrionalis). The AHTD determined that, although the habitat and flow regime are not suitable for the Arkansas Fatmucket within the project area, it is possible that fish hosts of this mussel may utilize these tributaries for breeding or foraging. Special Provisions will be included in the contract that outline the use of best management practices to reduce the likelihood that sediments or hazardous chemicals will enter any tributary of the South Fork of the Saline River. For the Northern Long-eared Bat, the AHTD consulted with the USF&WS in accordance with the 4(d) Rule and determined that a Special Provision would be included in the contract to address compliance of all off-site areas. Approximately 0.2 acres of prime farmland would be converted to highway right-of-way for highway construction. The State Historic Preservation Officer (SHPO) recommended Phase II testing on three archeological sites to determine if they are eligible for inclusion on the National Register of Historic Places (NRHP). The SHPO also recommended Phase II testing on an additional site to determine if deeply-buried deposits exist and, if necessary, to determine NRHP eligibility. The Phase II work is within the existing right-of-way and will be completed by the AHTD. There are no environmental justice issues associated with the project. The project would not relocate any residences or businesses. Saline and Garland Counties participate in the National Flood Insurance Program (NFIP). Some segments of the project lie within Zone A which is the designation for a Special Flood Hazard Area. The AHTD has determined that the project will not support incompatible use and development of the floodplain and adjacent properties should not be impacted nor have a greater flood risk than existed before construction

-2-

of the project, and none of the encroachments will constitute a significant floodplain encroachment or a significant risk to property or life. The AHTD attempted to cross the streams perpendicular to their paths and the alignment was shifted to the north or south at various locations in order to avoid or minimize impacts, however, complete avoidance was not possible. Temporary and permanent erosion control measures will minimize adverse impacts to streams and adjacent wetlands. The AHTD proposes to mitigate for the unavoidable impacts to 2,560 linear feet of stream and 1.28 acres of wetlands at their Upper Saline River Mitigation Bank. Stream credit requirements were calculated utilizing the Little Rock District Stream Method and wetland credit requirements were calculated utilizing the Charleston Method. Copies of the stream credit and wetland credit worksheets are attached. The location and general plan for the proposed work are shown on the enclosed sheets 1 through 50 of 50. Water Quality Certification. By copy of this public notice, the applicant is requesting water quality certification from the Arkansas Department of Environmental Quality (ADEQ) in accordance with Section 401(a)(1) of the Clean Water Act. Upon completion of the comment period and a public hearing, if held, a determination relative to water quality certification will be made. Evidence of this water quality certification or waiver of the right to certify must be submitted prior to the issuance of a Corps of Engineers permit. Cultural Resources. The AHTD staff archeologists have reviewed topographic maps, the National Register of Historic Places, and other data on reported sites in the area. The FHWA has completed coordination with all associated Native American Nations and tribal governments. The District Engineer invites responses to this public notice from Federal, State, and local agencies; historical and archeological societies; and other parties likely to have knowledge of or concerns with historic properties in the area. Endangered Species. Our preliminary determination is that the proposed activity will not affect listed Endangered Species or their critical habitat. A copy of this notice is being furnished to the U.S. Fish and Wildlife Service and appropriate state agencies and constitutes a request to those agencies for information on whether any other listed or proposed-to-be-listed endangered or threatened species may be present in the area which would be affected by the proposed activity. Floodplain. We are providing copies of this notice to appropriate floodplain officials in accordance with 44 CFR Part 60 (Floodplain Management Regulations Criteria for Land Management and Use) and Executive Order 11988 on Floodplain Management. Section 404(b)(1) Guidelines. The evaluation of activities to be authorized under this permit which involves the discharge of dredged or fill material will include application of guidelines promulgated by the Administrator, Environmental Protection Agency, under authority of Section 404(b) of the Clean Water Act. These guidelines are contained in 40 Code of Federal Regulations (CFR) 230. Public Involvement. Any interested party is invited to submit to the above-listed POC written comments or objections relative to the proposed work on or before November 28, 2016.

-3-

Substantive comments, both favorable and unfavorable, will be accepted and made a part of the record and will receive full consideration in determining whether this work would be in the public interest. The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people. The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in the preparation of an Environmental Assessment and/or an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity. Any person may request in writing within the comment period specified in this notice that a public hearing be held to consider this application. Requests for public hearings shall state, with particularity, the reasons for holding a public hearing. The District Engineer will determine if the issues raised are substantial and whether a hearing is needed for making a decision. NOTE: The mailing list for this Public Notice is arranged by state and county(s) where the project is located, and also includes any addressees who have asked to receive copies of all public notices. Please discard notices that are not of interest to you. If you have no need for any of these notices, please advise us so that your name can be removed from the mailing list. Enclosures

Approximate Coordinates of Project Center Latitude: 34.55136

Longitude: -92.79193

UTM Zone: 15 North: 3823311

East: 519089

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Hot Springs Village

0

Lonsdale

GARLAND

Job CA0606 Springs · Hwy. 128 (Widening) P.E.

Hwy. 128 · 1-30 (Widening P.E.

Project No. MVK 2016-00927 Ark. Hwy. & Transportation Dept. U.S. Highway 70 widening Hot Springs to Interstate 30 ~Sheet 1 of 50 November 2016

Table 2 . Stream Summary Original Project#

Stream Crossing ID#

Previous Station #1

Current Station #1

Name

CA0606

STl

907+00to 911+50

507+00to 511+50

Unnamed

Ephemeral

Culvert Extension

141

CA0606

ST2

913+00 to 915+25

513+00 to 515+25

Unnamed

Intermittent

Culvert Extension

171

CA0606

ST3

946+50

546+50

Unnamed

Ephemeral

Cu lvert Extension

118

CA0606

ST4

954+50

554+50

Unnamed

Ephemeral

Culvert Extension

123

CA0606

ST5

960+00to 963+00

560+00 to 563+00

Unnamed

Ephemeral

Culvert Extension

157

CA0606

ST6

969+00

569+00

Unnamed

Eph emeral

Culvert Extension

59

CA0606

ST7

976+00

576+00

Unnamed

Ephemeral

Culvert Extension

82

CA0606

ST8

977+00to 979+00

577+00 to 579+00

Unnamed

Ephemeral

Culvert Extension

70

CA0606

ST9

982+50

582+50

Unnamed

Ephemeral

Culvert Extension

128

CA0606

STlO

983+75 to 986+25

583+75 to 586+25

Unnamed

Ephemeral

Culvert Extension

149

CA0606

STll

988+00to 994+00

588+00 to 594+00

East Branch Gulpha Creek

Perennial

Realignment 2

293

CA0606

ST12

996+00 to 998+50

596+00 to 598+50

East Branch Gulpha Creek

Perennial

No Impact

0

CA0606

ST13

1002+50 to 1016+00

602+50 to 616+00

East Branch Gulpha Creek

Perennial

Realignment 2

118

CA0606

ST14

1010+25 to 1012+00

610+25 to 612+00

Unnamed

Ephemeral

Culvert Extension

127

CA0606

ST15

1022+00

622+00

Unnamed

Ephemeral

Culvert Extension

74

CA0606

ST16

1030+00 to 1031+00

630+00to 631+00

East Branch Gulpha Creek

Intermittent

Culvert Extension

118

Type

Impact Type

Roadway Impact

(l.f.)

Sheet 2 of 50

Origina l Project#

Stream Crossing ID#

Previous Stat ion #1

Current Station # 1

Name

CA0606

ST17

1038+00to 1053+25

638+00to 653+25

Unnamed

Perennial

Culvert Extension

175

CA0606

ST18

1043+00

643+00

Unnamed

Ephemeral

No Impact

0

CA0606

ST19

1051+00

651+00

Unnamed

Ephemeral

No Impact

0

CA0606

ST20

1059+50to 1070+00

659+50 to 670+00

Unnamed

Perennial

Culvert Extension 2

475

CA0606

ST21

1066+00

666+00

Unnamed

Ephemeral

No Impact

0

670+00to 677+00

152

ST22

1070+00to 1077+00

Realignment2

CA0606

Unnamed

Intermittent

Culvert Extension

93

Type

Impact Type

Roadway Impact

(1.f.)

CA0606

ST23

1070+00 and 1078+25 to 1110+50

670+00 and 678+25 to 710+50

Unnamed

Intermittent

No Impact

0

CA0606

ST24

1160+75

760+75

Unnamed

Intermittent

Culvert Extension

35

CA0606

ST25

1168+00

768+00

Unnamed

Ephemeral

Culvert Extension

77

CA0606

ST26

1180+00 to 1182+00

780+00to 782+00

Unnamed

Intermittent

Culvert Extension

138

CA0606

ST27

1222+50

822+50

Unnamed

Ephemeral

Culvert Extension

27

CA0606

ST28

1236+25 to 1271+50

836+25 to 871+50

Unnamed

Intermittent

No Impact

0

CA0606

ST29

1271+50

871+50

Ten mile Creek

Perennial

No Impact

0

CA0606

ST30

1274+00 to 1276+00

874+00 to 876+00

Unnamed

Ephemeral

Culvert Extension

194

CA0606

ST31

1281+00 to 1284+00

881+00to 884+00

Unnamed

Ephemeral

Culvert Extension

213

CA0606

ST32

1287+75 to 1290+00

887+75 to 890+00

Unnamed

Ephemeral

Culvert Extension

88

CA0606

ST33

1312+50 to 1315+25

912+50 to 915+25

Unnamed

Ephemeral

Culvert Extension

110

Sheet 3 of 50

Original Project#

CA0606

Stream Crossing ID#

Previous Station #1

Current Station # 1

ST34

1319+00 to 1322+75

919+00 to 922+75

Unnamed

Name

Type

Impact Type

Roadway Impact

(1.f.)

Ephemeral

Realignment 2

201

Culvert Extension

33

CA0606

ST35

1322+75 to 1330+75

922+75 to 930+75

Unnamed

Intermittent

Realignment 2

162

CA0606

ST36

1336+75

936+75

Unnamed

Ephemeral

Culvert Extension

36

CA0606

ST37

1342+50

942+50

Unnamed

Ephemeral

Culvert Extension

69

CA0606

ST38

1372+50 to 1375+00

972+50 to 975+00

Unnamed

Intermittent

Culvert Extension

181

CA0606

ST39

1376+50

976+50

Unnamed

Ephemeral

Culvert Extension

117

' 061377

STl

1071+98

1071+98

Unnamed

Intermittent

Culvert Extension

92

061377

ST2

1090+19

1090+19

Unnamed

Intermittent

Culvert Extension

95

061377

ST3a

1134+21

1134+21

Unnamed

Ephemeral

Culvert Extension

74

061377

ST3b

1182+20

1182+20

Unnamed

Ephemeral

Culvert Extension

65

061377

ST3c

1187+60

1187+60

Unnamed

Ephemeral

Culvert Extension

62

061377

ST3

1209+50

1209+50

Tenmile Creek

Perennial

Bridge Replacement

71

061377

ST4

1249+24

1249+24

Unnamed

Intermittent

Culvert Extension

88

061377

ST5

1262+15

1262+15

Caney Creek

Perennial

Bridge Replacement

145

061377

ST6

1294+04

1294+04

Unnamed

Intermittent

Culvert Extension

82

061377

ST7

1303+64

1303+64

Unnamed

Intermittent

Culvert Extension

91

061377

ST8a

1319+31

1319+31

Unnamed

Intermittent

Culvert Extension

187

061377

ST8

1337+61

1337+61

Unnamed

Intermittent

Culvert Extension

80

061377

ST9

1342+43

1342+43

Unnamed

Perennial

Culvert Extension

87

Sheet 4 of 50

Original Project#

Stream Crossing ID#

Previous Station # 1

Current Station # 1

Name

Type

Impact Type

Roadway Impact

(1.f .)

061377

STlO

1343+50 to 1359+00

1343+50 to 1359+00

Unnamed

Perennial

Realignment 2

243

061377

STlla

1388+53

1388+53

Unnamed

Ephemeral

Culvert Extension

83

1397+07 to 1408+53

Realignment 2

601

STll

1397+07 to 1408+53

Culvert Extension

99

061377

Unnamed

Intermittent

TOTAL

6,749

1

Station numbers are approximate

2

1mpact included in Little Rock Stream Method Mitigation Calculations

Sheet 5 of 50

Table 1. Wetlands Summary Original Project#

Wetland Area ID#

Station #1

Type

Dominant Impact Type

Area in ROW (acres)

Roadway Impact (acres)

CA0606

WAl

760+00 to 762+50

PSS

Fill

0.22

0.15

CA0606

WA2

776+00 to 780+00

PFO

Fill

0.18

0.01

CA0606

WA3

885+00

PEM

Fill

0.03

0.02

CA0606

WA4

937+00

PEM

Fill

0.03

0.02

CA0606

WAS

970+00 to 973:+00

PSS

Fill

0.51

0.10 :

'

061377

WAl

1090+25

PSS

Fill

0.03

061377

WA3

1265+00 to 1294+00

PEM

Fill

0.01

0.01

061377

WA4

1269+00 to 1279+00

PFO

Cut

0.59

0.59

061377

WA4b

1278+50to 1294+00

PFO

Cut

0.35

0.35

TOTAL

0.03

1.28

1

Station numbers are approximate

Sheet 6 of 50

ADVERSE IMPACT FACTORS FOR RIVERINE SYSTEMS WORKSHEET Ephemeral Intermittent 0.1 0.4

Stream Type Impacted Priority Area Existing Condition Duration Activity

Cumulative Linear Impact

Tertiary 0.1 Functionally Impaired 0.1 Temporary 0.05 Clearing Utility Below Crossing/Bridge Grade Footing Culvert 0.05 0.3 0.15 <100'

100'-200'

0

0.05

201 '500' 0.1

Perennial-OHWM width <15' 15'-30' >30' 0.4 0.6 0.8 Secondary Primary 0.4 0.8 Moderately Functional Fully Functional 0.8 1.6 Recurrent Permanent 0.1 0.3 Armor Detention Morpho- ImpoundPipe Fill >100' logic ment Change (dam) 1.5 2.0 2.2 0.5 0.75 2.5 501 ' > 1000 linear feet (LF) 1000' 0.1 reach 500 LF of impact (example: scaling 0.2 factor for 5,280 LF of impacts= 1.1)

I

I

CA0606 STll East Branch Gulpha Creek

CA0606 ST13 East Branch Gulpha Creek

CA0606 ST20 Unnamed

CA0606 ST22 Unnamed

CA0606 ST34 Unnamed

CA0606 ST35 Unnamed

.6

.6

.6

.4

.1

.4

.1

.1

.1

.1

.1

.1

Existing Condition

.8

.8

.1

.1

.1

.8

Duration

.3

.3

.3

.3

.3

.3

Activity

2.5

2.5

2.2

2.5

2.5

2.5

Cumulative Linear Impact

1.3

1.3

1.3

1.3

1.3

1.3

Sum of Factors (M)

5.6

5.6

4.6

4.7

4.4

5.4

Linear Feet of Stream Impacted in Reach (LF)

293

118

475

152

201

162

1640.8

660.8

2185

714.4

884.4

874.8

Factor

Stream Type Impacted Priority Area

MxLF

Sheet 7 of 50 Total Mitigation Credits Required for CA0606 = (M x LF) = __6,960.2_ __

ADVERSE IMPACT FACTORS FOR RIVERINE SYSTEMS WORKSHEET Intermittent Ephemeral 0.1 0.4

Stream Type Impacted Priority Area Existing Condition Duration Activity

Cumulative Linear Impact

Tertiary 0.1 Functionally Impaired 0.1 Temporary 0.05 Clearing Utility Below Crossing/Bridge Grade Footing Culvert 0.05 0.3 0.15 <100'

100'-200'

0

0.05

201 '500' 0.1

Perennial-OHWM width <15' 15'-30' >30' 0.4 0.6 0.8 Secondary Primary 0.4 0.8 Moderately Functional Fully Functional 0.8 1.6 Recurrent Permanent 0.1 0.3 Armor Detention Morpho- ImpoundPipe Fill logic >100' ment Change (dam) 1.5 2.0 2.2 0.5 0.75 2.5 501 '> 1000 linear feet (LF) 1000' 0.1 reach 500 LF of impact (example: scaling 0.2 factor for 5,280 LF of impacts= 1.1)

Factor

061377 STlO Unnamed

061377 STl 1 Unnamed

Blank

Blank

Blank

Stream Type Impacted

.4

.4

-

-

-

Priority Area

.1

.1

-

-

-

Existing Condition

.8

.1

-

-

-

Duration

.3

.3

-

-

-

Activity

2.5

2.2

-

-

-

Cumulative Linear Impact

1.3

1.3

-

-

-

Sum of Factors (M)

5.4

4.4

-

-

-

Linear Feet of Stream Impacted in Reach (LF)

243

601

-

-

-

1312.2

2644.4

-

-

-

MxLF

Total Mitigation Credits Required for 061377 = (M x LF) = _3,956.6_ Overall Total Mitigation Credits Required for CA0610 = _10,916.8_

Sheet 8 of 50

Required Wetland Mitigation Credit Table and Worksheet

TIP: Leave cursor over each factor or option below to pop-up helpful information or definitions. Required Wetland Mitigation Credit Table

FACTORS

OPTIONS

Lost Type

TypeC 0.2

Type B 2.0

Type A 3.0

Priority Category

Tertiary 0.5

Secondary 1.5

Primary 2.0

Ex isting Condition

Very Impaired 0.1

Duration

0 to 1 Year 0.2

Dominant Impact

Shade 0.2

Cumulative Impact

0.1

Partially Impaired 2.0 3 to 5 Years 1.0

1to 3 Years 0.5

I

< 0.25 Acre

I

Impaired 1.0

Clear 1.0

Drain 2.0

0.25 - 0.99 Acres 0.2

Fully Functional 2.5

I

5 to 10 Years 1.5

Dredge 2.5

1.0 - 2.99 Acres 0.5

I

Over 10 Years 2.0

Impound/Flood 2.5

3.0 - 9.99 Acres 1.0

Fill 3.0

I ~

10.0 Acres 2.0

NOTE: The cumu lative impact factor for the overall project should be included in the sum of fa ct ors for each impacted area o n the Required Wetland Mitigation Cred it Worksheet

Job CA0606 Required Wetland Mitigation Credit Worksheet FACTOR

AREA 1

AREA2

AREA3

AREA4

AREAS

Lost Type

Type B

Type B

TypeB

Type B

Type B

Priority Category

Tertiary

Tertiary

Tertiary

Tertiary

Tertiary

Partia ll y Impaired

Partia lly Impaired

Partia lly Impaired

Partia lly Impaired

Partially Impaired

Over 1O Years

Over 10 Years

Over 1O Years

Over10Years

Over 10 Years

Fi ll

Fill

Fill

Fill

Fill

1.0 - 2.99 Acres

1.0 - 2.99 Acres

1.0 - 2.99 Acres

1.0 - 2.99 Acres

1.0 - 2.99 Acres

Sum of Factors

10

10

10

10

10

Impacted Area

0.15

0.01

0.02

0.02

0.10

Rx AA=

1.5

0.1

0.2

0.2

1

Existing Co nd ition Duratio n Dominant Impact Cumu lative Impact

Required Wetland Mitigation Credits= I (Rx A}

=

AREA6

3

Sheet 9 of 50

Required Wetland Mitigation Credit Table and Worksheet

TIP: Leave cursor over each factor or option below to pop-up helpful information or definitions. Required Wetland Mitigation Credit Table

OPTIONS

FACTORS Lost Type

Type C 0.2

Type B 2.0

Type A 3.0

Priority Category

Tertiary 0.5

Secondary 1.5

Primary 2.0

Existing Condition

Very Impaired 0.1

Duration

0 to 1 Year 0.2

Dominant Impact

Shade 0.2

Cumulative Impact

1to3 Years 0.5

I

< 0.25 Acre 0.1

I

Impaired 1.0

I

3 to 5 Years 1.0

I

Clear 1.0

Drain 2.0

0.25 - 0.99 Acres 0.2

Partially Impaired 2.0

I

I

I

5to10Years 1.5

Dredge 2.5

1.0 - 2.99 Acres 0.5

I

Fully Functional 2.5

I

I

Impound/Flood 2.5

3.0 - 9.99 Acres 1.0

Over 1OYears 2.0

I ~

I

Fill 3.0 10.0 Acres 2.0

NOTE: The cumulative impact factor for the overall project should be included in the sum of factors for each impacted area on the Required Wetland Mitigation Credit Worksheet

Job 061377 Required Wetland Mitigation Credit Worksheet AREA 1

AREA2

AREA3

AREA4

Lost Type

Type B

Type B

Ty pe B

Type B

Priority Category

Tertiary

Tertiary

Tertiary

Tertiary

Partially Impaired

Partially Impaired

Partially Impaired

Partially Impaired

Over 1O Yea rs

Over 1O Years

Over 10 Years

Over 10 Yea rs

Fill

Fill

Dredge

Dredge

1.0 - 2.99 Acres

1.0 - 2.99 Acres

1.0 - 2.99 Acres

1.0 - 2.99 Acres

Sum of Factors

10

10

9.5

9.5

Impacted Area

0.03

0.01

0.59

0.35

Rx AA=

0.3

0.1

5.605

3.325

FACTOR

Existing Condition Duration Dominant Impact Cumulative Impact

Required Wetland Mitigation Credits = I (Rx A)=

AREAS

AREA6

· ~I_____9_.3_ 3_ _ _ ___. Sheet 10 of 50

Figure 1a USGS Topographic Map ~o. . o.[12:s:oi 2sll. .lo[.s:::::o] .1ls. . . .f,, ·

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 11 of 50 iles

~ Wetland - - Stream - - Construction Limits

Figure 1b USGS Topographic Map a~a· . 1=25=032·5. . . .0c .5====0j.7i5. . . .~ iles ·

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 12 of 50

D

PSS Wetland

-

Ephemeral Stream

· · ··

Intermittent Stream

-

Perennial Stream

Data Point

Figure 4a Wetland and Stream Location Map 2015 NAIP Imagery 0 125 250 500 750 1,000 ··==-···==:::J··-Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 13 of 50

-

Ephemeral Stream

· · ··

Intermittent Stream

-

Perennial Stream

-

Construction Limits

-

Existing ROW Proposed ROW Temporary Construction Easement

0

0

Data Point

~ 125

250

Figure 4b Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 14 of 50

Lorr..dale

D

PSS Wetland

-

Ephemeral Stream

· · ··

Intermittent Stream

-

Perennial Stream

-

Construction Limits

-

Existing ROW Proposed ROW

-

Temporary Construction Easement

0

Data Point

%' 0

125

250

Figure 4c Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 15 of 50

·

ez1

PEM Wetland

-

Ephemeral Stream

() .

l orY.. d al~

LJ PFOWetland LJ PSS Wetland · - ·-

Intermittent Stream

-

Perennial Stream

-

Constru ction Limits

-

Existing ROW Proposed ROW

-

Temporary Construction Easement

0

Data Point

%' 0

125

250

Figure 4d Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 16 of 50

- - ·-

Intermittent Stream

-

Perennial Stream

-

Construction limits

-

Existing ROW Proposed ROW

-

Temporary Construction Easement

0

Data Point

%' 0

125

250

Figure 4e Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 17 of 50

l onsda

D PFO Wetland LJ PSS Wetland ·

Ephemeral Stream ·

1 ·

Intermittent Stream

-

Perennial Stream

-

Construction Limits

-

Existing ROW

-

Temporary Construction Easement

Proposed ROW

0

Data Point

~ 0

125

250

Figure 4f Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet _18___Qf 50

Lorn da

CJ PSS Wetland -

Ephemeral Stream

· - ··

Intermittent Stream

-

Perennial Stream

-

Construction limits

-

Existing ROW

-

Temporary Construction Easement

Proposed ROW

0

Data Point

Figure 4g Wetland and Stream Location Map 2015 NAIP Imagery 1,000 125 250 500 750 ··=:::i···c===····Feet

0

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 19 of 50

~

PEMWetland

LJ PFOWetland

D

PSS Wetland

-

Ephemeral Stream

· · ··

Intermittent Stream

-

Perennial Stream

-

Construction Limits

-

Existing ROW Proposed ROW Temporary Construction Easement

0

Data Point

%' 0

125

250

Figure 4h Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 20- of - -

50

Lornda

LJ D

PFOWetland PSS Wetland

-

Ephemeral Stream

· · ··

Intermittent Stream

-

Perennial Stream

-

Construction Limits Existing ROW

-

Proposed ROW -

Temporary Construction Easement 0

0

Data Point

~ 125

250

Figure 4i Wetland and Stream Location Map 2015 NAIP Imagery 500

750

1,000 Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 21 of 50

Lornd·

CJ PFOWetland CJ PSS Wetland -

Ephemeral Stream

· · · · Intermittent Stream -

Perennial Stream

-

Construction Limits

-

Existing ROW Proposed ROW Temporary Construction Easement

0

Data Point

Figure 4j Wetland and Stream Location Map 2015 NAIP Imagery 0

125

250

500

750

1,000

·-===-··-===:::i···Feet

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 22 of 50

LJ PFOWetland LJ PSS Wetland -

Ephemeral Stream

· · · · Intermittent Stream -

Perennial Stream

-

Construction Limits

-

Existing ROW Proposed ROW Temporary Construction Easement

0

Data Point

Figure 4k Wetland and Stream Location Map 2015 NAIP Imagery

··==-···==:::J··-Feet

0

125

250

500

750

1,000

Hwy 70 Improvements Project AHTD Project Number CA0606 Garland County

Sheet 23 of 50

Hwy70 Improvements Project

0

0.5

1.5

2 Miles

----=======---..====::::J May 2014

AHTD CAP Job No. 061377 Hwy 70 Improvements Project Garland and Saline Counties

-

Project Location

I

USGS Topographic Maps: Fountain Lake, Lonsdale, and Haskell 1988

Sheet 24 of 50

rz.a Wetland Streams - - Construction Limits I

~ 0

0.125 0.25 0.75 1 _c::_c=i ____0.5c::::===i----Miles

Figure 1a USGS Topographic Map

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 25 of 50

~ ·--=:::::i--::::1----=======:::::im___ 0

0.125 0.25

0.5

0.75

1 Miles

Figure 1b USGS Topographic Map

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 26 of 50

ez;;! Wetland

-

~ 0

Streams Construction Limits

Figure 2a Aerial View

0.125 0.25

0.5

0.75

1

::::Jl----====---·Miles

_c:::::J. .

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 27 of 50

rztl Wetland Streams [ NRCS Soil

~ ·om::::ii·---====---· 0

0.125 0.25

0.5

0.75

Figure 3b Soil Map

1 Miles

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 28 of 50

l rr.da l

~

Figure 4a Wetland and Stream Location Map 400

·--=:::i-·:::::1----=====----Feet

0

100 200

600

800

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 29 of 50

D Lonsda l e Sources: Esri, HE RE, Delorme, USGS , lnter.liTlap,

~ 0

100 200

Figure 4b Wetland and Stream Location Map 400

600

800

·--=::J--:::::1----=====---- Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 30 of 50

Sources: Esri, Delorme, NAVTEQ, USGS, lnterrrrn ap ,

- - Ephemeral Stream

Intermittent Stream Perennial Stream - - Construction Limits - - Existing ROW Proposed ROW

II

-,

~ 0

100 200

Figure 4c Wetland and Stream Location Map 400

600

800

..c::..c:::........c:::::====::::J........ Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 31 of 50

,d

Sources: Esri, HERE, Delorme, USGS, lntemrnap,

~ PEMWetland

D PFO Wetland LJ PSS Wetland - - Ephemeral Stream Intermittent Stream Perennial Stream

- - Construction Limits - - Existing ROW Proposed ROW

0

~ 0

Data Point

100 200

Figure 4d Wetland and Stream Location Map 400

600

800

·--=:J--:::::1----========----Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 32 of 50

L

mdar D ·

Proposed ROW 0

~ 0

Data Point

100 200

Figure 4e Wetland and Stream Location Map 400

600

800

======:::::1........ Feet

·MMIC=MM . .c:::::i. . . . . . . .

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 33 of 50

l omd I

G2J Sources: Esri , HERE, Del orme, USGS, lntemrnap,

Legend

l?'Z:J PEM Wetland

D D

PFOWetland PSS Wetland

- - Ephemeral Stream Intermittent Stream

Perennial Stream - - OHWM - - Construction Limits - - Existing ROW Proposed ROW

0

~ 0

Data Point

100 200

Figure 4f Wetland and Stream Location Map 400

600

800

·--=::J--::::1----========----Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 34 of 50

Lorndale Sources: Esri, Delorme, NAVTEQ, USGS, lntenITTap,

~ 0

100 200

Figure 4g Wetland and Stream Location Map 400

600

800

. .c:::::i. .c:::::i. . . . . . . .=::=::=::::::11........ Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 35 of 50

Lonsda l e Sources: Esri, Delorme, NAVTEQ, USGS, lnte ~map ,

ll'z.J PEM Wetland

D

PFOWetland

c::::J PSS Wetland

~ 0

100 200

Figure 4h Wetland and Stream Location Map 400

600

800

·c·c····-=====-····Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 36 of 50

,. d

Lon;da l e

·o Sources : Esri , Delorme , NAVTEQ, USGS , lnterrrnap ,

ST6

Legend

["Z2! PEM Wetland

LJ PFOWetland LJ PSS Wetland - - Ephemeral Stream Intermittent Stream Perennial Stream

- - Construction Limits - - Existing ROW Proposed ROW

0

~

Data Point

Figure 4i Wetland and Stream Location Map

100 200 400 ·wwm::::11ww-=::::11......

0

600

800

m::=======-....~Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 37 of 50

r

d

Lonsda l e

D Sources: Esri, Delorme , NAVTEQ, USGS, lntemrnap,

Legend ~ PEMWetland

D D

PFOWetland PSS Wetland

- - Ephemeral Stream Intermittent Stream Perennial Stream - - Construction Limits - - Existing ROW Proposed ROW 0

~ 0

Data Point

100 200

Figure 4j Wetland and Stream Location Map 400

600

800

·--=::i--==----c::====:::::::J---·

Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 38 of 50

D Sources : Esri , Del orme, NAVTEQ, USGS, lnterljTlap,

~ ·--=::J-·::::J···-========-··0

100 200

400

600

Figure 4k Wetland and Stream Location Map

800 Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 39 of 50

Legend rz2!j PEM Wetland

D D

PFOWetland PSS Wetland

- - Ephemeral Stream Intermittent Stream

~ 0

100 200

Figure 41 Wetland and Stream Location Map 400

600

.::=======-......800Feet

·MMIC:::::mMMm::::::m. . . . . .

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 40 of 50

Lo rl!. da l e

D Sources: Esri, Delorme, NAVTEQ, USGS, lnte ~rrnap,

Intermittent Stream Perennial Stream - - Exi sting ROW Proposed ROW

0

Data Point

~ ·--=:::1-·:::::::1···-=====-··-Feet 0

100 200

400

600

800

Figure 4m Wetland and Stream Location Map

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 41 of 50

Lomda le

Legend ~ PEMWetland

D D

PFOWetland PSS Wetland

- - Ephemeral Stream Intermittent Stream Perennial Stream - - Construction Limits - - Existing ROW Proposed ROW 0

~

Data Point

Figure 4n Wetland and Stream Location Map

·--=::::1--:::1----========----

0

100 200

400

600

800 Feet

Hwy 70 Improvements Project AHTD Number 061377 Garland and Saline Counties

Sheet 42 of 50

Michael Baker

FED.RO. DIST .NO.

STATE

INTERNATIONAL

6

ARK.

FED. AID PROJ.NO.

JOB NO.

CA0610

SHEET NO.

TOTAL SHEETS

8

CANEY CREEK HAUL ROAD ST AGE IA

I,

:1

--- ....

I CONST. LIMITS --------------tt==::it:

:

\

,' /

,-- --f.Ptvs

--..!_. .....LIMITS __ _

/

n

~ -1 -

I

1---------------+----------i 1 > - - - - - - -- - o - - - - <

C.L. HWY. 70

'.?

~~ SO!

---::::g-___

--1T - _

I I I I I I t:_ I

l

I I I I

' '

I

=-

- '-

I _J

j _I

-:- 1

\ '

I

20'-

I

I

I I I' I I I

~

I '

'

I

l.

\ '

I I I I I I

=-~I I -T I I I Q I

I I I I - -:v~=--::-=-u I I I I I I

g---;;. <.O

SO!

i =--=-=--o=~=- --

I ~;------1-----------~ I

:

· IV:l.5H CONST. LIMITS

I 1 I _ _ _ _ ___,1-----------~ 1r

---

.. ---··, . -__ -.. ______ - ---c:0N"s1-.l..iM11s- '"-"'-..,

· · ---

;\___

,

'v TOE OF TEMP. F I L L /

TRIP. 24" X 107' TEMP. C.M. PIPE CULVERT

PLAN NO SCALE

380

-------~-------------------,--------------------,--------

380

370 - - - - - - - f - - - - - - - - - - - - - - - - - - - - + - - - - - - - - - - - - - - - - - - - + - - - - - - - - 370 360 - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - + - - -- -- - - - - - - - - - - - - t - - - - - - - - 360

====~_;~~~~~~~~~~~~~~EE~~~==========:::===:=== 350

350 ;::;:::;;;::;;::;:::;::;;::;;;::::;;:::;::;;:::::::::::f: I

RO ,,,_,U,.,.N,,,,O'--------'I+-----"~ 340 _ _ _ _ _ ____,Er"X,,,IS,__,T~._,,G.._,_

'- - - - - - - + - - - - - - - -

320 - - - -- - -- r - - - - - - - - - - - - - - - -'=--- - t - - - -\:::=:;;;;:=

340

TRIP. 24 " X 107' ITEMP. C.M. P IPE;--=T ---+-------- 32 0 ELEV.:- 334-;o-u CU=L~V~E~R~

310 - - - - - - - ! - - - - - - - - - - - - - - - - - - - - + - - - -- -- - - - - - - - - - - - + - - - - - - - - 310 300

300

ELEVATION (HAU L ROAD STG. IA) NO SCALE

Sheet 43 of 50 BRIDGE NO. 0736 7

Michael Baker

FED.RD. DIST .NO.

INTERNATIONAL

6

FED.AID PROJ.NO.

STATE

TOTAL SHEETS

SHEET NO.

ARK.

JOB NO.

CA0610

9

11

CANEY CREEK HAUL ROAD STAGE 18.

- - - - ·., ',

CONST. LIMITS ______________ _

------ -

\ 1- -

r

~ -

f---------------+-----------! I I I I I I

1---------0-----' ':? C. L. HWY . 70 ~

-~ -=---~~ -

c;; £o!

---1--u- ~~

I I ,IJ !::o! I'

I ~1------1-----------l

I I I I I

I I I I I

- 1-

I

- -

=-~I

I

-l >-~ · I

u

' _/_l

-y I- -

II

'I

'

, I I \ '.

I I I I I I I

------------CONST.

I I

_J

'-=1

:+-/- - - - . - \-1 I Ti ~ +r' ' I I I1 III I I :11 g ~- I · I "; <(I I I I I I 1 11 ~ L_

I I -, I

I q

I I I I I I

~----

""::tJ ~ =--::-

=-

£o! "'

U

I I I I

l+-------+-----------l

~-=--··_-··~

LIMITS

----- --------c."

-HAU_L_R_O~A=-~=-,s"""'r:::::G.~1-8)-----l \

APPRD \. 376.0

cu.

01'·· ~.....,

..

- -115 · LIM

YDS. OF FILL

"-v' '·~ TRIP. 24" \

107' TEMP. C.M. PIPE CULVERT

PLAN

\ _ TOE OF TEMP. FILL

NO SCALE

380

-------,------------------,-----------------~-------

370 - - -- - - -t - - - - - - - - - -- -- - - -- - t- - -360 - - -350

380

- - - - - - -- - - -- - - 4 - - - - - - - - 370

- --+-- - - - - - - - -- -- - -- - -+- -- - - - - - - - -- -- - - - - + - - - - - - - 360

;: ;: ; ; : ;:; : ; ; : ; ; : ;;::;::::;;:::;;;:=j:::========~~;i::~~~~~~~~~~~~~~~~~~~~~l§E~~~~~~~=========:=:========"'

350

340 --------'~~X~IS~T~·~G~ R~ OU ~N~D,__ _ _ _ _H-~~=--2-~+--t---;---->,.-;

320 - - -- -- ----r--- - - - - - - --

-

- - - -":::::--- j - - --\:::= = =

TRIP. 24 " X 107' TEMP. C.M. PIPEc---"'CU..,L"'V'-"E"" R_._ T _ _- + - - - - - - - 320 EffV.:J 34-:0\l

310 - -- - - - - t - - -- - - - -- - - - - - - - - - - 1- -- - - - - - -- -- - - - - - - 1 -- - -300

- --

310 300

ELEVATION (HAUL ROAD STG, IBl NO SCALE

Sheet 44 of 50 BRIDGE NO. 0736 7

FED.RD.

Michael Baker INTERNATIONAL

TOE OF TEMP. FILL

DIST.NO.

STATE

6

ARK.

FED.AID PROJ.NO.

SHEET NO.

TOTAL

SHEETS

JOB NO. CA0610 10 11 CANEY CREEK HAUL ROAD STAGE 2A

HAUL ROAD

i

' ,, I

--

' IV:l.SH '-,

' a

ln'

\ I 1- -

r

~

~ -

l--------------+----L-------1 1 I I I I I

1 - - - - - - - - - o -----<

C.L. HWY . 70

~

0

~

t": i

l

-1

' '

=-

I

- ,---

- ·-

_J

j _I

- i-

I I

I ~1------+------------l

I I I I I

I I I I I

I I I I I

=--::1

I I

g-- - .., ...,+ ~

~(_) -::

i =--=-=-~=~=---

=--= =- u

-11 I I I' I I I

CONST. LIMITS

l. ___ _

Q

I I

I 11--------+-----------l I

___ ..

- _ ---------·

.....

\

I I I I I I

...... _

col'<

Si

---··~

UMli S - - - - - - - - - - ,

·-----

'

· · ','-

'

----

PLAN NO SCALE

380

------------------------~-----------------~-------

380

370 - -- - - - -1 - - - - - -- - -- - - - -- - - -- - 1 - - - - - -- - -- - - - - - - - - + - - - - - --

370

360 - - - - - -- 1 - - - - - - - - - - - - - - - - - - - - - - f - - - -- - -- - - - - - - - - - - + -- - - - --

360

350

: : : ;: : ;: : :;: ;: : :;: ;:; : ;: :;: ;:; : ;=f1====~7~~:5;~~~~~~~~~~~~~~~~1:========'='=~ 350

OU~N~D~----340 ------~E~X=IS~T~·~G~R~

:S."/

~7='-----iit--------j------~ 340

310 - - - - - -- 1 - - - - - - - - - - - - - - - - - - - - - - f - - - - - -- - - - - - - - - - - - + - -- - - - - 310 300

300

ELEVATION (HAUL ROAD STG. 2Al NO SCALE

Sheet 45 of 50 ] BRIDGE NO. 0736 7

FED.RD.

Michael Baker

DIST.NO.

STATE

6

ARK .

TOE OF TEMP. FILL

INTERNATIONAL

TRIP. 24" \ 107' TEMP. C.M. PIPE CULVERT

J

FED. AID PROJ.NO.

JOB NO.

CA0610

TOTAL SHEETS

SHEET

NO.

11

11

CANE Y CREEK HAUL ROAD STAGE 26

~~=====~~==-~~ HAUL ROAD (STG. 2Bl APPROX. 187.0 CU. YD S. OF FILL

,, UMli S ~s 1. ----

O ~-----

-,_

/\ --- - -- - - - - - - -tp::c=:.o

I

co;.;-s------r. LIMITS

IV:l.5H

0 u,' o.D

I- -

1---- - - - - - - -- - - + - - - - - - - - ' 1 1 1--- - - - - - - o C.L. HWY. 70

~

r

I

~

-

I

I /1

I I I I I

-----l

<.;>

'° ~

I

t:_-=._ i

-"- -

' :+-/1 +, '

11 :11 g

~----

I I /I 1;::, I I ~ IJ ~

"' "'~

I

-,

--" -. - - - -·- : ~~I I

- i'

1 I

11

-....

I I

·,

I

I I

.

L -------

\

-

..

------- cO··5 ·

-··......_._

------ ------- -, "-..... . .

--~;--f-L\MliS

',

'- - --

"

PLAN NO SCALE

380

----------,------------------,------------------~-------

380

370 - - - - - -- - t - - - - -- - -- - - - - - - - - - - + -- - - - - - -- - - - - - - - - - - l -- - - - - - - 370 360

- - - - -- - 1 - - - - -- - - -- - - - -- - - - 1 - - - - - - - -- - - - - - - - - - - 1 - - - - - - - 360

350 340

I EX IST.

GROUND

7

J

~

I

.

~',, u

330 320

~

"~

350

~

~

ELEV. 337.0"' '~

I I

"-

/

/

- ,,-- -

"'

.\

;~

,· /,'./////,

'\

't~

\I

I

- ~i

340

u

TRIP. 24" X 107' TEMP. C.M. PIPE CULVERT

ffEV.= J34-:n-o

330 320

310

310

300

300

ELEVATION (HAUL ROAD STG. 2Bl NO SCALE

Sheet 46 of 50 BRIDGE NO. 07367

FED.RD.

Michael Baker

STA TE

DIST.NO.

/

6

I NTERNATIONAL

I'

SHEET NO.

TOT AL SHEET S

ARK . CA0610

JOB NO.

'\

/

FED. AID PROJ.NO.

TEN MILE CREEK HAUL ROAD ST AGE I A

\

,'/

/

------- - -----~Q~!o~I~!~- \

,

\-_: -~- ~~- :_-;:__-~--- ~-

-

- - - _c___ - L

-

--

-

-

-C.... -

-

---

, --

-__::::=_:__-----11-~

,~

\ IV:l.5H

, (

/

---- --roNsT. -LiM1TS- -- -

PL AN

TOE OF

/

NO SCALE

'

,r-- , _____ , I

'

I

' /

'

'

I

' '-.

' 380

380

370

370

360 350 340 330

-

- - ----

~

~

II\\

E\ IST. GROUND

u- 11 """"'

-ii-;<-,·' \·

rt:.L t;~. -~ t:.11\~-J..., Fl "· .. ... ~ " \I-\-

:-~---i

~"-3A 8. 5---3A .·5-

_,-=:tt~

___Jl__ _l~--- ---7 <::.......//-11

I I

11

n

H

H

H

H

u

H

u

u

D

LJ

ti

~

// II E\ IS T. GROUND

u

360 350 340 330

320

320

310

310 1208+00

1209+00

1210 +00

ELEVATION (HA UL ROAD STG. IA ) NO SCALE

1211 +00

1212+ 00

Sheet 4 7 of 50 BRIDGE NO. 07366

/

Michael Baker

FED.RO.

/

,/

INTERNATIONAL

,/

~

,, ,,

/

I

/

,/ ,

/

(

STATE

6

ARK.

FED.AID PROJ.NO.

SHEET NO.

TOTAL SHEE TS

JOB NO. CA0610 5 II TEN MILE CREEK HAUL ROAD STAGE IB

\

/

/

DIST.NO.

\

J

/

/

I'

/

oNSi ·- ~~i_S_ - - -,

---

\

- - - _c.__ - L -

--

-

-

-<:_

10 __j

--

1

-

II C.L. HWY. 70

\

/ ---------/

r-- ----

,/ ----- - foi,isT:-L:iM11s- - - -

/

TOE OF TEMP FILL

---------/'

I

:

PLAN

NO SCALE

I

380 ~--------~-----------~-----------~-----------~----------- 380

3ro

3ro

360~-~~~~~~:jf:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~==~~~~~f::~~~================ 360 350~ .,--. . ~-=-=i\-l1c1---c~---R11-____,l _ _ _ 1HH------1~-~ij~iL~·--ii_ ;1:1r::~'::;;;;::::;;.Z-""~~;;;:E!!is!!:E~2:·=f:~~ . -~~~::_JF.1 - - - - - - - _:-1.___ 350 1 11

-s;------:

340 - 330

ui ~'.'."E:::"tr=====-==-=-==-te::~±I:..-=-~=--=-fl-0=--==-=-=-==~ci:_: l1'''-=-'= ·==r~ ___1~,1~_ _ _ _ _ 1~1~-.. . . . = .::i_!hJILIrE\~IS~T~.~GRROillU~NillD~...JJ___ _~ 340 I\\-+1_:: E\ 1sr. GROUND · · n 11 11 H H H " u LJ LJ o·~-+----·u ~-----·~--+------------~ 330

320 ~----------+--------------l------------+------------+------------ 320 ~o

~o

1208+00

1209+00

1210+00

ELEVATION (HAUL ROAD STG. IBl NO SCALE

1211+00

1212+00

Sheet 48 of 50 BRIDGE NO. 07366

FED.RO.

Michael Baker I NTER N ATIONAL

'

1

6

TRIP. 36" x 96' ' ', TEMP. C.M. PIPE CUL VERT ,, ELEV. = 343.17

/

TOE OF TEMP, FILL

\

15

ONS1 ·- ~~ - - - - - , \

\

. \_ --;__- --( ._ ~ -~-

IV:l.5H

~~- ~~- -=

,-

SHEET NO.

TOTAL SHEE TS

ARK.

CA0610 6 JOB NO. TEN MILE CREE K HAUL ROAO STAGE 2A

,, ' -..,

--~---~ 1 --~---~-L

4JI

67 '

---

FE D.AID PRO J.NO.

\

/

---

ST ATE

DIST.NO.

4JI :

Ci!

.L. HWY . 70

I I

"

\

gQ

/ r-- ---

+ _J"' ::JO <( N

::c-

/

·

-!1--

-- ----Ccit.isTi:iM'1rs ___ _ --------- /

Ul/l

\

ci..0:"'

+

-'"'

,r- ------ ''-

::JO

<(N

::c-

·

-!1--

.

Ul/l

I

___ - '

I

PLAN

/

/

/

NO SCALE

/..._'-:>

I~ ;-..,

' -.. .

',,

·'-<-·

, _. /

-':~ C,O

380 ----------~-----------~------------~-----------~------------ 380

370

370

360

360

sr ---~:~

l-:=_:- :_:=-Jl::--=_~_:::-:;=;t:ir======'i1=l;=tii:ii1V~f:1 ~:S~. ~R~U~; 0

"

_N_D_ _1-----_,_,-----~~--+----~---'<---~--1------,-,, ------++---t------------- 330 330 _ _ _ _E_\ _IS_T_. _G_RO_U 320 ----------1---------------+-----------~TRIP.-36"--\-9&''-------------l-----------~ 320

310

----------1---------------+--------~,lt~~.._U4~r!1j_E_c_u_L_V_ER_T_ _ _ _ _ __ --1-----------~ 310 1208+00

1209+00

1210+00

ELEVATION (HAUL ROAD STG, 2A) NO SCALE

1211+00

1212+00

Sheet 49 of 50 BRIDGE NO. 07366

FED.RD.

Michael Baker

DIST.NO.

STATE

INTERNATIONAL

6

ARK.

JOB NO.

FED.AID PROJ.NO.

CA0610

SHEET NO.

TOTAL SHEETS

7

TEN MILE CREEK HAUL ROAD ST AGE 28

/

\

TOE OF TEMP. FILL /

15

oNSI ·- ~~ - - - - -"-

-- -

IV:l.5H

\

---

-C.L. HWY. 7D

----

, -

\ /-

,/

...

_______ _

r-- ----

,r--- - --_ . . . .

/

---- --cor.isT:-i:iM11s ___ _

/

------ ---/'

/

----

', -, ______ \

I

PLAN NO SCALE

I

380

380

370

370

360 350 --~-------~ 340 330

\

\_E \ IST. GROUND

11 11 J II

~

1-l II

H ---- n

I

-~,.,~ijk_--l}_~__,,_J~~jj,--I J- ~

H

-f\-

.

I I

n

H

H

H

H

H

u

u

u

u

LJ

ti

4E~S~.~:Ou~Dj u

360 350

340

330

320

320

310

310

1208+00

1209+00

1210+00

ELEVATION (HAUL ROAD STG. 2Bl NO SCALE

1211+00

1212+00

Sheet 50 of 50 BRIDGE NO.

07366

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