PUBLIC NOTICE FILE # NRS18.288
Pursuant to Tennessee Rules, Chapter 0400-04-07, the proposed activity described below has been submitted for approval under an Aquatic Resource Alteration Permit and § 401 Water Quality Certification. This notice is intended to inform interested parties of this permit application and to ask for comments and information necessary to determine possible impacts to water quality. No decision has been made whether to issue or deny this application. PERMIT COORDINATOR Meghan Ploch
(423)634-2482 [email protected]
APPLICANT State of Tennessee
Department of General Services John M. Hull 312 Rosa L. Parks Avenue, 24th Floor Nashville, TN 37243 (615)741-1265 LOCATION The proposed alterations to waters of the state are located in Tipton County stemming from the termination point of the previously authorized Megasite force main alignment- near the intersection of Highway 59 and Jamestown Road near Gilt Edge, TN. The roughly 8.70-mile force main line will parallel Highway 59 heading southwest, then turn south onto Richardson Landing Road near Randolph, TN. The line will then travel west through the USACE Casting Field Property and into the Mississippi River, this being the proposed termination point and discharge location of the treated effluent force main. PROJECT DESCRIPTION / PURPOSE The applicant proposes to install an 18’’ diameter HDPE fusible trunk line for approximately 8.7 miles and install one outfall structure in the Mississippi River. The trunk line will begin near the intersection of Highway 59 and Jamestown Road and terminate in the Mississippi River. There are 27 proposed waterbody crossings- 16 stream crossings, seven Wet Weather Conveyances, and four wetland crossings. Stream and wetland crossings are proposed to be crossed using horizontal directional drilling (HDD), with the remainder of the line being installed via open-cut trenching. No ARAP is required for impacts to the wet weather conveyance. The treated effluent force main outfall is proposed to be located in the Mississippi River between River Mile M768 and M769. The outfall diffuser will be a Class 56 Ductile Iron Pipe 18’’x14’’ concentric reducer located five feet below the low water reference plan and extend approximately 450 feet from the bank. The stream bank is currently lined with articulated concrete matting (ACM). The force main will be placed on top of the ACM and covered/backfilled with riprap spanning 50 feet in each direction. The pipe will be anchored to the bank utilizing helical anchor screws and weighted down by concrete anchor weights that would not penetrate the ACM. The proposed force main will connect to a force main line that was previously authorized under an Aquatic Resource Alteration Permit-permit number NRS17.054. The purpose of the proposed force main is to carry an estimated 3.5 MGD of treated effluent from the Megasite’s treatment facilities to the
Division of Water Resources Public Notice for NRS18.288 Page 1 of 26 (03/19/19)
proposed outfall structured. The Megasite consists of approximately 4,100 acres in Haywood County and is intended for large industrial facilities. POINTS OF IMPACT Stream
Crossing Number Waterbody Name Latitude Longitude Method of
Crossing Crossing Length
(linear feet)1
Stream 1 Hurricane Creek 35.534835 -89.842277 HDD 135 Stream 2 Hurricane Creek 35.533596 -89.84449 HDD 142 Stream3/
WL16 Hurricane Creek 35.532941 -89.845661 HDD 133
Stream 4 Hurricane Creek 35.531529 -89.848187 HDD 330 Stream 5 Hurricane Creek 35.528300 -89.853620 n/a - Stream 6 Hurricane Creek 35.525402 -89.859096 HDD 146 Stream 7 Hurricane Creek 35.522767 -89.863802 HDD 104 Stream 8 Hurricane Creek 35.518932 -89.870653 HDD 137 Stream 9 Hurricane Creek 35.516850 -89.874376 HDD 136
Stream 10 Hurricane Creek 35.515007 -89.877665 HDD 150 Stream 11 Hurricane Creek 35.513619 -89.880147 HDD 140 Stream 12 Hurricane Creek 35.5132512 -89.8805104 n/a - Stream 13 Hurricane Creek 35.512126 -89.882790 HDD 135 Stream 14 Sugar Creek 35.506225 -89.901852 HDD 125 Stream 15 Sugar Creek 35.506695 -89.909177 HDD 125 Stream 17 Sugar Creek 35.500866 -89.919775 HDD3 0 Stream 19 Sugar Creek 35.506894 -89.931870 HDD3 0 Steam 20 Sugar Creek 35.507153 -89.933245 n/a - Stream 21 Sugar Creek 35.507380 -89.935801 n/a - Stream 22 Sugar Creek 35.508544 -89.938591 n/a - Stream 23 Sugar Creek 35.508159 -89.941534 HDD 270 Stream 24 Mississippi River 35.515239 -89.944993 Outfall n/a
Wetland
Crossing Number Latitude Longitude Method of Crossing Crossing Length (linear feet)*
WL3 35.539206 -89.835498 HDD 129 WL4 35.539080 -89.835314 n/a - WL7 35.53355 -89.84424 n/a -
Stream3/WL16 35.532941 -89.845661 HDD 133 WL10 35.530454 -89.850109 HDD 1076 WL8 35.529547 -89.851354 n/a - WL9 35.529186 -89.851999 n/a -
WL11 35.514271 -89.878976 HDD 195 WL15 35.504489 -89.924999 n/a - WL1 35.512770 -89.945911 Adjacent4 420 WL2 35.514286 -89.945334 Adjacent4 370
Wet Weather Conveyance (included for information purposes only)
Crossing Number Latitude Longitude Method of Crossing Crossing Length (linear feet)1
4 35.531529 -89.848187 HDD 60 5 35.519009 -89.870519 HDD 34 6 35.517760 -89.872749 Open cut 12
Division of Water Resources Public Notice for NRS18.288 Page 2 of 26 (03/19/19)
9 35.514051 -89.879369 HDD 330 10 35.512762 -89.881618 Open cut 210 11 35.510291 -89.885756 n/a - 12 35.508403 -89.889446 Open cut 118 13 35.507325 -89.891357 Open cut 25 21 35.504167 -89.911616 n/a - 20 35.503791 -89.911850 n/a - 22 35.501106 -89.914189 n/a - 23 35.502229 -89.921461 n/a - 24 35.502480 -89.921738 n/a - 25 35.504434 -89.926074 n/a -
Notes: 1 Crossing length is from water features’ top of bank or limit plus a 60’ riparian buffer on either
side. HDD crossing activities employ trenchless technologies, thus minimizing impacts. 2 n/a indicates the stream/wetlands will not be crossed and are being avoided. 3 boring to occur below existing culvert under roadbed 4 No impacts to wetland will occur. Open-cut techniques will be used to install the force main adjacent to the wetland, within the buffer area.
WATERSHED / WATERBODY DESCRIPTION The proposed project spans two watersheds- the Mississippi River Watershed and the Lower Hatchie River Watershed. The Tennessee portion of the Mississippi River Watershed is located in West Tennessee and includes parts of Dyer, Lake, Lauderdale, Shelby and Tipton counties. It is approximately 1,086 square miles (590 square miles in Tennessee) and drains into the Mississippi River. The in-state portion of the Mississippi River at the point of the proposed outfall is designated as Exceptional Tennessee Waters. The Tennessee portion of the Lower Hatchie River Watershed is located in West Tennessee and includes parts of Chester, Fayette, Hardeman, Haywood, Lauderdale, Madison and Tipton counties. It is approximately 1,461 square miles (1,448 square miles in Tennessee) and drains to the Mississippi River. For more information on this watershed or any Tennessee watershed, please visit our TN Basins webpage. Ecoregion 74a- Bluff Hills 73a- Northern Holocene Meander Belts Stream Name/ID Hurricane Creek/ TN08010208002_0900 Designated Use Use Support
livestock watering & wildlife Fully Supporting
irrigation Fully Supporting
recreation Fully Supporting
fish and aquatic life Not Assessed
Assessment Date: May 1, 2017 Stream Name/ID Sugar Creek/ TN08010100001_0600 Designated Use Use Support
Division of Water Resources Public Notice for NRS18.288 Page 3 of 26 (03/19/19)
livestock watering & wildlife Fully Supporting
irrigation Fully Supporting
recreation Fully Supporting
fish and aquatic life Fully Supporting
Assessment Date: April 22, 2013 Stream Name/ID Mississippi River/ TN08010100001_2000 Designated Use Use Support Causes Sources
livestock watering & wildlife Fully Supporting
irrigation Fully Supporting
recreation Not Supporting
Chlordane Contaminated Sediments Polychlorinated biphenyls Contaminated Sediments Dioxin
Contaminated Sediments
fish and aquatic life Not Supporting Physical substrate habitat alteration
Dredging (e.g., for navigation channels)
Assessment Date: April 23, 2013 Wetlands Wetland ID Resource Value Cowardin Class
3 Not assessed PEM
16 Not assessed PEM
10 Not assessed PEM
11 Not assessed PUB
1 Not assessed PEM
2 Not assessed PEM
Assessment Date: Not Assessed To view the proposed location of these impacts and the watershed condition visit http://tdeconline.tn.gov/dwr/ and search on the permit number listed in the title of this Public Notice. DETERMINATIONS Horizontal directional drilling (HDD) is a trenchless technology technique allowing the listed waterbodies and adjacent buffer areas to exist in their original grades and characteristics. Consistent with the General Aquatic Resource Alteration Permit for Utility Line Crossings, stream crossings have minimal impact when HDD is utilized following specific terms and conditions. The impacts are individually minimal in each affected waterbody, and cumulatively minimal as distributed through multiple stream segments and watersheds. The proposed outfall has been designed to minimize harm and has been oriented such as to avoid permanent alteration or damage to the integrity of the stream channel.
Division of Water Resources Public Notice for NRS18.288 Page 4 of 26 (03/19/19)
In accordance with the Tennessee Antidegradation Statement (Rule 0400-40-03-.06), the Division has made a preliminary determination that the proposed activities will result in no more than de minimis degradation to water quality. In making this preliminary determination, the Division has considered the cumulative and secondary impacts of all permitted activities for the Megasite to the water resources. FACTORS CONSIDERED In deciding whether to issue or deny a permit, the Division will consider all comments of record and the requirements of applicable federal and state laws. In making this decision, a determination will be made regarding the lost value of the resource compared to the value of any proposed mitigation. The Division shall consider practicable alternatives to the alteration, loss of waters or habitat, diminishment in biological diversity, cumulative or secondary impacts to the water resource, and adverse impacts to unique, high quality, or impaired waters. HOW TO COMMENT Persons wishing to comment on the proposal are invited to submit written comments to the Division. Written comments must be received no later than May 5, 2019 by 4:00 p.m. Central Time. Comments submitted by this deadline will become part of the record and will be considered in the final decision. The applicant’s name and permit number should be referenced. Send all written comments to the Division’s address listed below and to the attention of the permit coordinator. You may also comment via email to [email protected]. After the Division makes a final permit decision, a permit appeal may be filed by the applicant or by any person who participated in the public comment period whose appeal is based on comments given to the Division in writing during the public comment period or in testimony at a formal public hearing. If it is hard for you to read, speak, or understand English, TDEC may be able to provide translation or interpretation services free of charge. Please contact Saul Castillo at 615-532-0462 for more information. PUBLIC HEARING Date: April 25, 2019 Time: Informational Session- 6:00 p.m. Central Time Formal hearing- 7:00 p.m. Central Time Location: Dyersburg State Community College Nafieh Building 3149 US Hwy 51 Covington, TN 38109 FILE REVIEW The permit application, supporting documentation including detailed plans and maps, and related comments are available for review on the internet at the Division’s data viewer by entering the permit number listed in the title of this Public Notice. The file may be viewed in person at the Division’s address (listed below) for review and/or copying. Tennessee Department of Environment & Conservation Division of Water Resources, Natural Resources Unit William R. Snodgrass Tennessee Tower 312 Rosa L. Parks Avenue, 11th Floor Nashville, Tennessee 37243
Division of Water Resources Public Notice for NRS18.288 Page 5 of 26 (03/19/19)
LOCATION / TOPOGRAPHIC MAP / SCHEMATICS
Division of Water Resources Public Notice for NRS18.288 Page 6 of 26 (03/19/19)
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WL9
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WWC6
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WWC9
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WWC11
WWC20
WWC21
WWC22
17
WWC24
W15
WWC25
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20
21
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WL1
WL2
WWC23
11
15
FORCE MAIN OUTFALL
LAT: 35.51594°
LONG:-89.94456°
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PERMIT STARTING POINT.
PREVIOUS PORTION OF FORCE MAIN
PERMITTED UNDER PERMIT NO. NRS17.054
FM3 - OVERALL
Memphis Regional MegasiteC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
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PROJECT NO:
DESIGNED:
COPYRIGHT
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DRAWING NO:
DATE
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STREAM AND
WETLAND
CROSSING
NUMBER
1
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES GRAPHIC SCALE : 1" =
0'
6,000'
3,000' 6,000' 9,000'
Division of Water Resources Public Notice for NRS18.288 Page 7 of 26 (03/19/19)
SITE DESIGNS / PHOTOGRAPHS
Division of Water Resources Public Notice for NRS18.288 Page 8 of 26 (03/19/19)
Route 59 - Utility Corridor Route 59 Randolph Tipton County, Tennessee
ECS Southeast, LLP Page 1
Photo 1: View of the stream (S2) located within the northeastern boundary of the PSA, facing north.
Photo 2: View of the stream (S4) located within the northeastern boundary of the PSA, facing south.
Division of Water Resources Public Notice for NRS18.288 Page 9 of 26 (03/19/19)
Route 59 - Utility Corridor Route 59 Randolph Tipton County, Tennessee
ECS Southeast, LLP Page 2
Photo 3: View of the stream (S7) within the northeastern portion of the PSA, facing west.
Photo 4: View of the stream (S10) within the central portion of the PSA, facing south.
Division of Water Resources Public Notice for NRS18.288 Page 10 of 26 (03/19/19)
Route 59 - Utility Corridor Route 59 Randolph Tipton County, Tennessee
ECS Southeast, LLP Page 3
Photo 5: View of the stream (S13) within the central portion of the PSA, facing south.
Photo 6: View of the stream (S19) within the central portion of the PSA, facing west.
Division of Water Resources Public Notice for NRS18.288 Page 11 of 26 (03/19/19)
Route 59 - Utility Corridor Route 59 Randolph Tipton County, Tennessee
ECS Southeast, LLP Page 4
Photo 7: View of the wetland (W3) within the northeastern portion of the PSA, facing north.
Photo 8: View of wetland (W7) on the northeastern portion of the PSA, facing south.
Division of Water Resources Public Notice for NRS18.288 Page 12 of 26 (03/19/19)
Route 59 - Utility Corridor Route 59 Randolph Tipton County, Tennessee
ECS Southeast, LLP Page 5
Photo 9: View of the wetland (W11) located within the central portion of the PSA, fac-ing south.west.
Photo 10: View of wetland (W15) on the central portion of the PSA, facing north.
Division of Water Resources Public Notice for NRS18.288 Page 13 of 26 (03/19/19)
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EXHIBIT NO. 1
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
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NO
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USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
200'
100' 200' 300'
WL3LAT: N35.539206
LONG: W89.835498AREA:0.0027 ACRES
WL4LAT: N35.539080
LONG: W89.835314AREA:0.002 ACRES
HWY 5
9
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EXHIBIT NO. 2
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
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NODENA
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MUNFORDGILT EDGE, TN
NO
RT
H
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
200'
100' 200' 300'
STREAM 1LAT: N35.534835
LONG: W89.842277
WL7LAT: N35.533551
LONG: W89.84421AREA:0.0412 ACRES
STREAM 2LAT: N35.533596LONG: W89.84449
TDEC STREAM 3USACE W16
LAT: N35.532941LONG: W89.845661
AREA:0.0298 ACRES
Division of Water Resources Public Notice for NRS18.288 Page 15 of 26 (03/19/19)
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EXHIBIT NO. 3
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
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NO
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USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
200'
100' 200' 300'
STREAM 4LAT: N35.531529
LONG: W89.848187
WL10LAT: N35.530454
LONG: W89.850109AREA:0.653 ACRES
WL9LAT: N35.529186
LONG: W89.851999AREA:0.0087 ACRES
WL8LAT: N35.529547
LONG: W89.851354AREA:0.0011 ACRES
HWY 59
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EXHIBIT NO. 4
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
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NO
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USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
300'
150' 300' 450'
STREAM 5LAT: N35.528300
LONG: W89.853620
WWC 4LAT: N35.525531
LONG: W89.858867
HWY 59
BARTON LANE
STREAM 6LAT: N35.525402
LONG: W89.859096
Division of Water Resources Public Notice for NRS18.288 Page 17 of 26 (03/19/19)
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EXHIBIT NO. 5
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
9:48
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NO
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USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
300'
150' 300' 450'
STREAM 7LAT: N35.522767
LONG: W89.863802
WWC5LAT: N35.519009
LONG: W89.870519
STREAM 8LAT: N35.518932
LONG: W89.870653
HWY 59
MC
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IN R
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IN R
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Division of Water Resources Public Notice for NRS18.288 Page 18 of 26 (03/19/19)
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EXHIBIT NO. 6
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
11:10
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SER:
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MUNFORDGILT EDGE, TN
NO
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USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
500'
250' 500' 750'
STREAM 9LAT: N35.516850
LONG: W89.874376
STREAM 10LAT: N35.515007
LONG: W89.877665
WL11LAT: N35.514271
LONG: W89.878976AREA: 0.055 ACRES
WWC 9LAT: N35.514051
LONG: W89.879369
STREAM 11LAT: N35.513619
LONG: W89.880147
WWC 10LAT: N35.512762
LONG: W89.881618
STREAM 13LAT: N35.512126
LONG: W89.882790
WWC 6LAT: N35.517760
LONG: W89.872749
STREAM 12LAT: N35.513251
LONG: W89.880510
HWY 59
NODENA, TN
Division of Water Resources Public Notice for NRS18.288 Page 19 of 26 (03/19/19)
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EXHIBIT NO. 7
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
11:16
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012-02080-16D. HIBDON
SSOE, Inc. 2018
TURNPIKEGIFT
STANTONMASON
COVINGTON
BRIGHTON
NODENA
DRUMMONDS
GILT EDGE
MUNFORDGILT EDGE, TN
NO
RT
H
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
300'
150' 300' 450'
WWC 11LAT: N35.510291
LONG: W89.885756
HWY 59WWC 12
LAT: N35.508403LONG: W89.889446
WWC 13LAT: N35.507325
LONG: W89.891357
NODENA, TN
Division of Water Resources Public Notice for NRS18.288 Page 20 of 26 (03/19/19)
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EXHIBIT NO. 8
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
11:24
am U
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158
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012-02080-16D. HIBDON
SSOE, Inc. 2018
TURNPIKEGIFT
STANTONMASON
COVINGTON
BRIGHTON
NODENA
DRUMMONDS
GILT EDGE
MUNFORDGILT EDGE, TN
NO
RT
H
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
600'
300' 600' 900'
STREAM 14LAT: N35.506225
LONG: W89.901852
STREAM 15LAT: N35.506695
LONG: W89.909177
WWC 21LAT: N35.504167
LONG: W89.911616
WWC 20LAT: N35.503791
LONG: W89.911850
WWC 22LAT: N35.501106
LONG: W89.914189
NODENA, TN
Division of Water Resources Public Notice for NRS18.288 Page 21 of 26 (03/19/19)
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EXHIBIT NO. 9
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
11:52
am U
SER:
158
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012-02080-16D. HIBDON
SSOE, Inc. 2018
TURNPIKEGIFT
STANTONMASON
COVINGTON
BRIGHTON
NODENA
DRUMMONDS
GILT EDGE
MUNFORDGILT EDGE, TN
NO
RT
H
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
500'
250' 500' 750'
WL 15LAT: N35.504489
LONG: W89.924999AREA:0.1611 ACRES
WWC 25LAT: N35.504434
LONG: W89.926074
WWC 24LAT: N35.502480
LONG: W89.921738
WWC 23LAT: N35.502229
LONG: W89.921461
STREAM 17LAT: N35.500866
LONG: W89.919775
NODENA, TN
Division of Water Resources Public Notice for NRS18.288 Page 22 of 26 (03/19/19)
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EXHIBIT NO. 10
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
11:50
am U
SER:
158
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012-02080-16D. HIBDON
SSOE, Inc. 2018
TURNPIKEGIFT
STANTONMASON
COVINGTON
BRIGHTON
NODENA
DRUMMONDS
GILT EDGE
MUNFORDGILT EDGE, TN
NO
RT
H
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
500'
250' 500' 750'
STREAM 19LAT: N35.500866
LONG: W89.919775
STREAM 20LAT: N35.500866
LONG: W89.919775
STREAM 21LAT: N35.500866
LONG: W89.919775
STREAM 22LAT: N35.500866
LONG: W89.919775
STREAM 23LAT: N35.500866
LONG: W89.919775
NODENA, TN
Division of Water Resources Public Notice for NRS18.288 Page 23 of 26 (03/19/19)
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EXHIBIT NO. 11
MRM FORCE MAINC. HARTMANE. LANG
WATER FEATURE CROSSINGAQUATIC RESOURCEALTERATION PERMIT
DRAWING TITLE:
CHECKED:
PROJECT MANAGER:
C
PROJECT NO:
DESIGNED:
COPYRIGHT
PROJECT TITLE:
DRAWING NO:
DATE
: Dec
20, 2
018 -
12:10
pm U
SER:
158
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012-02080-16D. HIBDON
SSOE, Inc. 2018
TURNPIKEGIFT
STANTONMASON
COVINGTON
BRIGHTON
NODENA
DRUMMONDS
GILT EDGE
MUNFORDNODENA, TN
NO
RT
H
USGS QUADRANGLE
ADJOINING 7.5' QUADRANGLES
GRAPHIC SCALE : 1" =
0'
500'
250' 500' 750'
WL2LAT: N35.512770
LONG: W89.945911AREA: 0.035 ACRES
WL1LAT: N35.514286
LONG: W89.945334AREA: 0.0086 ACRES
MISSISSIPPI RIVER
GRAPHIC SCALE : 1" =
0'
300'
150' 300' 450'
Division of Water Resources Public Notice for NRS18.288 Page 24 of 26 (03/19/19)
JAMESTOWN LANE - 30' R.O.W.
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ELM GROVE ROAD - 30' R.O.W.
IN
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MISSISSIPPI RIVER
SEE DWG. 300-CU-301
SEE DWG. 300-CU-302
SEE DWG. 300-CU-303
SEE DWG. 300-CU-304
SEE DWG. 300-CU-305
SEE DWG. 300-CU-306
SEE DWG. 300-CU-307
SEE DWG. 300-CU-308
SEE DWG. 300-CU-309
SEE DWG. 300-CU-310
SEE DWG. 300-CU-311
SEE DWG. 300-CU-312
SEE DWG. 300-CU-313
SEE DWG. 300-CU-314
SEE DWG. 300-CU-315
SEE DWG. 300-CU-316
SEE DWG. 300-CU-317
SEE DWG. 300-CU-318
SEE DWG. 300-CU-319
SEE DWG. 300-CU-320
SEE DWG. 300-CU-321
SEE DWG. 300-CU-322
SEE DWG. 300-CU-323
SEE DWG. 300-CU-324
SEE DWG. 300-CU-325
SEE DWG. 300-CU-326
SEE DWG. 300-CU-327
SEE DWG. 300-CU-328
SEE DWG. 300-CU-329
SEE DWG. 300-CU-330
SEE DWG. 300-CU-331
SEE DWG. 300-CU-332
SEE DWG. 300-CU-333
SEE DWG. 300-CU-334
SEE DWG. 300-CU-335
SEE DWG. 300-CU-336
SEE DWG. 300-CU-337
SEE DWG. 300-CU-338
SEE DWG. 300-CU-339
SEE DWG. 300-CU-340
SEE DWG. 300-CU-341
SEE DWG. 300-CU-342
SEE DWG. 300-CU-343
SEE DWG. 300-CU-344
SEE DWG. 300-CU-345
SEE DWG. 300-CU-346
SEE DWG. 300-CU-347
SEE DWG. 300-CU-348
SEE DWG. 300-CU-349
SEE DWG. 300-CU-350
SEE DWG. 300-CU-351
SEE DWG. 300-CU-352
SEE DWG. 300-CU-353
SEE DWG. 300-CU-354
SEE DWG. 300-CU-355
SEE DWG. 300-CU-356
SEE DWG. 300-CU-357
SEE DWG. 300-CU-358
SEE DWG. 300-CU-359
SEE DWG. 300-CU-360
SEE DWG. 300-CU-361
SEE DWG. 300-CU-362
SEE DWG. 300-CU-363
SEE DWG. 300-CU-364
SEE DWG. 300-CU-365
SEE DWG. 300-CU-366
SEE DWG. 300-CU-367
SEE DWG. 300-CU-368
SEE DWG. 300-CU-369
SEE DWG. 300-CU-370
SEE DWG. 300-CU-371
SEE DWG. 300-CU-372
SEE DWG. 300-CU-373
SEE DWG. 300-CU-374
SEE DWG. 300-CU-375
SEE DWG. 300-CU-376
SEE DWG. 300-CU-377
SEE DWG. 300-CU-378
Know what's below.before you dig.Call
R
SCALE:
FORCE MAIN 3SHEET LAYOUT
1 INCH = 1/2 MILE0 1/2
GRAPHIC SCALE: 1" = 1/2 MILE
1 1-1/2
NO
RT
H
FORCE MAIN 3SHEET LAYOUT AND INDEX
300-CU-300
E. LANGC. HARTMAN
A 11/02/18 ISSUED FOR DESIGN DEVELOP.B 12/20/18 ISSUED FOR ARAP PERMIT REVIEW
FORCE MAIN 3
BEGIN WORK STA. 1268+85
FORCE MAIN 3
END WORK STA. 1960+70
FORCE MAIN 3 DRAWING INDEXISSUED DRAWING DRAWING TITLE
300-CU-000 FORCE MAIN COVER SHEET300-CU-001 FORCE MAIN GENERAL NOTES300-CU-300 FORCE MAIN PHASE 3 LAYOUT AND SHEET INDEX300-CU-301 FORCE MAIN 3 PLAN AND PROFILE STA. 1268+85 TO 1278+00300-CU-302 FORCE MAIN 3 PLAN AND PROFILE STA. 1278+00 TO 1287+00300-CU-303 FORCE MAIN 3 PLAN AND PROFILE STA. 1287+00 TO 1296+00300-CU-304 FORCE MAIN 3 PLAN AND PROFILE STA. 1296+00 TO 1305+00300-CU-305 FORCE MAIN 3 PLAN AND PROFILE STA. 1305+00 TO 1314+00300-CU-306 FORCE MAIN 3 PLAN AND PROFILE STA. 1314+00 TO 1323+00300-CU-307 FORCE MAIN 3 PLAN AND PROFILE STA. 1323+00 TO 1332+00300-CU-308 FORCE MAIN 3 PLAN AND PROFILE STA. 1332+00 TO 1341+00300-CU-309 FORCE MAIN 3 PLAN AND PROFILE STA. 1341+00 TO 1350+00300-CU-310 FORCE MAIN 3 PLAN AND PROFILE STA. 1350+00 TO 1359+00300-CU-311 FORCE MAIN 3 PLAN AND PROFILE STA. 1359+00 TO 1368+00300-CU-312 FORCE MAIN 3 PLAN AND PROFILE STA. 1368+00 TO 1377+00300-CU-313 FORCE MAIN 3 PLAN AND PROFILE STA. 1377+00 TO 1386+00300-CU-314 FORCE MAIN 3 PLAN AND PROFILE STA. 1386+00 TO 1395+00300-CU-315 FORCE MAIN 3 PLAN AND PROFILE STA. 1395+00 TO 1404+00300-CU-316 FORCE MAIN 3 PLAN AND PROFILE STA. 1404+00 TO 1413+00300-CU-317 FORCE MAIN 3 PLAN AND PROFILE STA. 1413+00 TO 1422+00300-CU-318 FORCE MAIN 3 PLAN AND PROFILE STA. 1422+00 TO 1431+00
FORCE MAIN 3 DRAWING INDEXISSUED DRAWING DRAWING TITLE
300-CU-319 FORCE MAIN 3 PLAN AND PROFILE STA. 1431+00 TO 1440+00300-CU-320 FORCE MAIN 3 PLAN AND PROFILE STA. 1440+00 TO 1449+00300-CU-321 FORCE MAIN 3 PLAN AND PROFILE STA. 1449+00 TO 1458+00300-CU-322 FORCE MAIN 3 PLAN AND PROFILE STA. 1458+00 TO 1467+00300-CU-323 FORCE MAIN 3 PLAN AND PROFILE STA. 1467+00 TO 1476+00300-CU-324 FORCE MAIN 3 PLAN AND PROFILE STA. 1476+00 TO 1485+00300-CU-325 FORCE MAIN 3 PLAN AND PROFILE STA. 1485+00 TO 1494+00300-CU-326 FORCE MAIN 3 PLAN AND PROFILE STA. 1494+00 TO 1503+00300-CU-327 FORCE MAIN 3 PLAN AND PROFILE STA. 1503+00 TO 1511+50300-CU-328 FORCE MAIN 3 PLAN AND PROFILE STA. 1511+50 TO 1521+00300-CU-329 FORCE MAIN 3 PLAN AND PROFILE STA. 1521+00 TO 1530+00300-CU-330 FORCE MAIN 3 PLAN AND PROFILE STA. 1530+00 TO 1539+00300-CU-331 FORCE MAIN 3 PLAN AND PROFILE STA. 1539+00 TO 1548+00300-CU-332 FORCE MAIN 3 PLAN AND PROFILE STA. 1548+00 TO 1557+00300-CU-333 FORCE MAIN 3 PLAN AND PROFILE STA. 1557+00 TO 1566+00300-CU-334 FORCE MAIN 3 PLAN AND PROFILE STA. 1566+00 TO 1575+00300-CU-335 FORCE MAIN 3 PLAN AND PROFILE STA. 1575+00 TO 1584+00300-CU-336 FORCE MAIN 3 PLAN AND PROFILE STA. 1584+00 TO 1593+00300-CU-337 FORCE MAIN 3 PLAN AND PROFILE STA. 1593+00 TO 1602+00300-CU-338 FORCE MAIN 3 PLAN AND PROFILE STA. 1602+00 TO 1611+00300-CU-339 FORCE MAIN 3 PLAN AND PROFILE STA. 1611+00 TO 1620+00
FORCE MAIN 3 DRAWING INDEXISSUED DRAWING DRAWING TITLE
300-CU-340 FORCE MAIN 3 PLAN AND PROFILE STA. 1620+00 TO 1629+00300-CU-341 FORCE MAIN 3 PLAN AND PROFILE STA. 1629+00 TO 1638+00300-CU-342 FORCE MAIN 3 PLAN AND PROFILE STA. 1638+00 TO 1647+00300-CU-343 FORCE MAIN 3 PLAN AND PROFILE STA. 1647+00 TO 1656+00300-CU-344 FORCE MAIN 3 PLAN AND PROFILE STA. 1656+00 TO 1665+00300-CU-345 FORCE MAIN 3 PLAN AND PROFILE STA. 1665+00 TO 1674+00300-CU-346 FORCE MAIN 3 PLAN AND PROFILE STA. 1674+00 TO 1683+00300-CU-347 FORCE MAIN 3 PLAN AND PROFILE STA. 1683+00 TO 1692+00300-CU-348 FORCE MAIN 3 PLAN AND PROFILE STA. 1692+00 TO 1701+00300-CU-349 FORCE MAIN 3 PLAN AND PROFILE STA. 1701+00 TO 1710+00300-CU-350 FORCE MAIN 3 PLAN AND PROFILE STA. 1710+00 TO 1719+00300-CU-351 FORCE MAIN 3 PLAN AND PROFILE STA. 1719+00 TO 1728+00300-CU-352 FORCE MAIN 3 PLAN AND PROFILE STA. 1728+00 TO 1737+00300-CU-353 FORCE MAIN 3 PLAN AND PROFILE STA. 1737+00 TO 1746+00300-CU-354 FORCE MAIN 3 PLAN AND PROFILE STA. 1746+00 TO 1755+00300-CU-355 FORCE MAIN 3 PLAN AND PROFILE STA. 1755+00 TO 1764+00300-CU-356 FORCE MAIN 3 PLAN AND PROFILE STA. 1764+00 TO 1773+00300-CU-357 FORCE MAIN 3 PLAN AND PROFILE STA. 1773+00 TO 1782+00300-CU-358 FORCE MAIN 3 PLAN AND PROFILE STA. 1782+00 TO 1791+00300-CU-359 FORCE MAIN 3 PLAN AND PROFILE STA. 1791+00 TO 1800+00300-CU-360 FORCE MAIN 3 PLAN AND PROFILE STA. 1800+00 TO 1809+00
FORCE MAIN 3 DRAWING INDEXISSUED DRAWING DRAWING TITLE
300-CU-361 FORCE MAIN 3 PLAN AND PROFILE STA. 1809+00 TO 1818+00300-CU-362 FORCE MAIN 3 PLAN AND PROFILE STA. 1818+00 TO 1827+00300-CU-363 FORCE MAIN 3 PLAN AND PROFILE STA. 1827+00 TO 1836+00300-CU-364 FORCE MAIN 3 PLAN AND PROFILE STA. 1836+00 TO 1845+00300-CU-365 FORCE MAIN 3 PLAN AND PROFILE STA. 1845+00 TO 1854+00300-CU-366 FORCE MAIN 3 PLAN AND PROFILE STA. 1854+00 TO 1863+00300-CU-367 FORCE MAIN 3 PLAN AND PROFILE STA. 1863+00 TO 1872+00300-CU-368 FORCE MAIN 3 PLAN AND PROFILE STA. 1872+00 TO 1881+00300-CU-369 FORCE MAIN 3 PLAN AND PROFILE STA. 1881+00 TO 1890+00300-CU-370 FORCE MAIN 3 PLAN AND PROFILE STA. 1890+00 TO 1899+00300-CU-371 FORCE MAIN 3 PLAN AND PROFILE STA. 1899+00 TO 1908+00300-CU-372 FORCE MAIN 3 PLAN AND PROFILE STA. 1908+00 TO 1917+00300-CU-373 FORCE MAIN 3 PLAN AND PROFILE STA. 1917+00 TO 1926+00300-CU-374 FORCE MAIN 3 PLAN AND PROFILE STA. 1926+00 TO 1935+00300-CU-375 FORCE MAIN 3 PLAN AND PROFILE STA. 1935+00 TO 1944+00300-CU-376 FORCE MAIN 3 PLAN AND PROFILE STA. 1944+00 TO 1953+50300-CU-377 FORCE MAIN 3 PLAN AND PROFILE STA. 1953+50 TO 1963+50300-CU-378 FORCE MAIN 3 PLAN AND PROFILE STA. 1963+50 TO 1970+00300-CU-820 SITE DETAILS300-CU-840 UTILITY DETAILS300-CU-841 UTILITY DETAILS
FORCE MAIN TRANSMISSION LINE 3MEMPHIS REGIONAL MEGASITE
HAYWOOD COUNTY, TENNESSEESBC PROJECT NO. 529/000-02-2010-17
4321
A
B
C
C
B
A
DRAWING TITLE:
CHECKED:
DESIGNED:
PROJECT MANAGER:
PROJECT NO:
DRAWING NO:
NO. DATE SUBJECT
REVISION OR ISSUE
CLIENT PROJECT NO:
CLIENT INFORMATION:
012-02080-16D. HIBDON
FORCE MAINTRANSMISSION LINE 3
MEMPHIS REGIONAL MEGASITEHAYWOOD COUNTY, TN
STATE OF TNSBC PROJECT
529/000-02-2010-17
529/000-02-2010
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PROJECT INFORMATION:
SEAL ON THIS DOCUMENT AUTHORIZED BY:
CONSULTANTS:
SSOE, Inc.
Brentwood, TN 37027
T 615-661-7585
320 Seven Springs Way, Suite 350
HWY 59
HWY 59
HWY 59
RICHARDSON LANDING RD.
NOT FORCONSTRUCTION
Division of Water Resources Public Notice for NRS18.288 Page 25 of 26 (03/19/19)
175
180
185
190
195
200
205
210
215
220
225
230
235
240
245
175
180
185
190
195
200
205
210
215
220
225
230
235
240
245
1953+50 1954+00 1955+00 1956+00 1957+00 1958+00 1959+00 1960+00 1961+00
140
145
150
155
160
165
170
175
180
185
190
195
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205
210
140
145
150
155
160
165
170
175
180
185
190
195
200
205
210
1961+00 1962+00 1962+50
FM3 Existing Grade
FM3 TOP OF PIPE
PVI STA. 1960+70.00
PVI EL. 190.00
PV
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. 1
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9
23
9.7
23
4.0
9
24
0.1
23
3.5
9
24
0.1
23
2.7
5
23
5.5
23
1.6
0
22
6.1
22
5.6
5
21
1.1
21
4.0
3
20
4.3
20
6.2
0
19
7.9
20
0.3
9
19
2.3
19
4.5
7
18
8.2
19
0.3
4
18
8.0
19
0.0
0
18
8.4
19
0.0
0
18
6.8
18
0.7
17
2.5
16
1.0
PVI STA. 1956+83.20
PVI EL. 231.34
R=400' L=95.72'
PVC STA. 1956+34.53
PVC EL. 232.17
PVT STA. 1957+30.25
PVT EL. 218.87
PVI STA. 1959+39.34
PVI EL. 190.00
R=500' L=57.76'
PVC STA. 1959+10.55
PVC EL. 193.35
PVT STA. 1959+68.31
PVT EL. 190.00
PVI STA. 1957+60.88
PVI EL. 210.75
R=400' L=56.27'
PVC STA. 1957+33.12
PVC EL. 218.11
PVT STA. 1957+89.40
PVT EL. 207.44
AIR RELEASE & QUICK CONNECT MANHOLE
TYPE 203C.2 VALVE
STA. 1955+00.00
TE 239.68
FM3 TOP OF PIPE 234.09
BOTTOM 232.09
CLASS 2 RIP-RAP
3' MIN. DEPTH
18" X 14" CONCENTRIC
REDUCER
CLASS 4 RIP-RAP
3' MIN. DEPTH
FORCE MAIN TO BE LAID ON TOP OF EXISTING ARTICULATED CONCRETE MATTING (ACM).
PIPE TO BE COVERED WITH RIP-RAP AS SHOWN.
3" THICK ARTICULATED
CONCRETE MAT
3" THICK ARTICULATED CONCRETE MAT
LOW WATER REFERENCE PLANE = EL.195.20
LOW WATER REFERENCE PLANE = EL.195.20
PIPELINE SCREW ANCHORS TO BE INSTALLED ALONG
BANK AS NEEDED FOR BUOYANCY CONTROL.
SEE DETAIL A1 ON SHEET 300-CU-841.
SCREW ANCHORS ARE NOT TO BE DRIVEN INTO
EXISTING USACE ACM.
CONCRETE PIPE ANCHOR COLLARS TO BE
INSTALLED ON TOP OF THE EXISTING USACE
ACM AS NEEDED FOR BUOYANCY CONTROL.
SEE DETAIL B1 ON SHEET 300-CU-841.
FM3 TOP OF PIPE
3 LF @ -26.50%
FM3 TOP OF PIPE
121 LF @ -11.63%
FM3 TOP OF PIPE
102 LF @ 0.00%
FM
3 T
OP
OF
PIP
E
114 L
F @
-1.6
9%
0
0 50'
196.00'
188.35'
190.00'
196.00'
188.35'
190.00'
-50'
CLASS 4 RIP-RAP
3' MIN. DEPTH
CLASS 2 RIP-RAP
3' MIN. DEPTH
18" CLASS 56 D.I.P.
6 MIN
1
6 MIN
1
SECTION A-A
193.00'193.00'
NOT TO SCALE
AIR RELEASE & QUICK CONNECT MANHOLE
TYPE 203C.2 VALVE
STA. 1955+00.00
TE 239.68
END OF FORCE MAIN 3
STA. 1960+70.00
TOP ELEV: 190.00'
18" X 14" CONCENTRIC REDUCER
1961+00 1962+00 1963+00
10
0'
1953+00 1954+00 1955+00 1956+00 1957+00 1958+00 1959+00 1960+00
20' PERMANENT EASEMENT
10' TEMPORARY EASEMENT
CONTRACTOR TO INSTALL TDOT CLASS 4 RIP-RAP,
CLASS 2 RIP-RAP, AND NO. 67 STONE.
SEE DETAIL A1 ON SHEET 300-CU-840.
ECS WETLAND AREA #2
18" FM - DR13.5
18" FM CLASS 56 BALL JOINT
DUCTILE IRON PIPE
18" FM CLASS 56 BALL JOINT
DUCTILE IRON PIPE
CLASS 4 RIP-RAP
3' MIN. DEPTH
CONTRACTOR TO INSTALL GEOTEXTILE
PIPELINE WEIGHTS IN FLOODPLAIN AREAS.
SEE DETAIL A4 ON SHEET 300-CU-841.
USACE CASTING FIELD
SEE GENERAL NOTES ON SHEET 300-CU-001.
AIR RELEASE & QUICK CONNECT MANHOLE
TYPE 203C.2 VALVE
STA. 1955+00.00
TE 239.68
END OF FORCE MAIN 3
STA. 1960+70.00
TOP ELEV: 190.00'
18" X 14" CONCENTRIC REDUCER
1961+00 1962+00 1963+00
10
0'
1953+00 1954+00 1955+00 1956+00 1957+00 1958+00 1959+00 1960+00
20' PERMANENT EASEMENT
10' TEMPORARY EASEMENT
CONTRACTOR TO INSTALL TDOT CLASS 4 RIP-RAP,
CLASS 2 RIP-RAP, AND NO. 67 STONE.
SEE DETAIL A1 ON SHEET 300-CU-840.
ECS WETLAND AREA #2
18" FM - DR13.5
18" FM CLASS 56 BALL JOINT
DUCTILE IRON PIPE
18" FM CLASS 56 BALL JOINT
DUCTILE IRON PIPE
CLASS 4 RIP-RAP
3' MIN. DEPTH
CONTRACTOR TO INSTALL GEOTEXTILE
PIPELINE WEIGHTS IN FLOODPLAIN AREAS.
SEE DETAIL A4 ON SHEET 300-CU-841.
USACE CASTING FIELD
SEE GENERAL NOTES ON SHEET 300-CU-001.
MA
TC
H LIN
E S
TA
. 1953+
50
SE
E S
HE
ET
300-C
U-376
MA
TC
H LIN
E S
TA
. 1962+
50
SE
E S
HE
ET
300-C
U-378
A
A
A 11/02/18 ISSUED FOR DESIGN DEVELOP.B 12/20/18 ISSUED FOR ARAP PERMIT REVIEW
GRAPHIC SCALE : 1" =
40' 80' 120'
40'
0'
Know what's below.before you dig.Call
R
VERTICAL SCALE:HORIZONTAL SCALE:
PLAN AND PROFILESTA. 1953+50.00 TO 1962+50.00
1"=8'1"=40'
FORCE MAIN 3PLAN AND PROFILESTA. 1953+50.00 TO 1962+50.00
300-CU-3774321
A
B
C
C
B
A
DRAWING TITLE:
CHECKED:
DESIGNED:
PROJECT MANAGER:
PROJECT NO:
DRAWING NO:
NO. DATE SUBJECT
REVISION OR ISSUE
CLIENT PROJECT NO:
CLIENT INFORMATION:
012-02080-16D. HIBDON
FORCE MAINTRANSMISSION LINE 3
MEMPHIS REGIONAL MEGASITEHAYWOOD COUNTY, TN
STATE OF TNSBC PROJECT
529/000-02-2010-17
529/000-02-2010
C:\d
gn
\d
22
04
43
0\3
00
-C
U-3
77
.d
wg
DA
TE
: D
ec 2
1, 2
01
8 - 1
0:5
0a
m U
SE
R: 1
58
34
®
4321
PROJECT INFORMATION:
SEAL ON THIS DOCUMENT AUTHORIZED BY:
CONSULTANTS:
SSOE, Inc.
Brentwood, TN 37027
T 615-661-7585
320 Seven Springs Way, Suite 350
E. LANGC. HARTMAN
NOT FORCONSTRUCTION
Division of Water Resources Public Notice for NRS18.288 Page 26 of 26 (03/19/19)