PUBLIC NOTICE FILE # NRS18 · Highway 59 and Jamestown Road and terminate in the Mississippi River....

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 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


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


https://www.tn.gov/environment/program-areas/wr-water-resources/watershed-stewardship/watersheds-by-basin.html



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



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.


http://tdeconline.tn.gov/dwr/

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


mailto:[email protected]

http://environment-online.tn.gov:8080/pls/enf_reports/f?p=9034:34001:0:::::

LOCATION / TOPOGRAPHIC MAP / SCHEMATICS


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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

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SITE DESIGNS / PHOTOGRAPHS


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.




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.




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.




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.




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.


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STREAM 1LAT: N35.534835

LONG: W89.842277

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TDEC STREAM 3USACE W16

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LONG: W89.878976AREA: 0.055 ACRES

WWC 9LAT: N35.514051

LONG: W89.879369


LONG: W89.880147

WWC 10LAT: N35.512762

LONG: W89.881618


LONG: W89.882790

WWC 6LAT: N35.517760

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WWC 13LAT: N35.507325

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600'

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LONG: W89.901852


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


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COPYRIGHT

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018 -

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012-02080-16D. HIBDON

SSOE, Inc. 2018

TURNPIKEGIFT

STANTONMASON

COVINGTON

BRIGHTON

NODENA

DRUMMONDS

GILT EDGE


NO

RT

H

USGS QUADRANGLE



0'

500'

250' 500' 750'

WL 15LAT: N35.504489


WWC 25LAT: N35.504434

LONG: W89.926074

WWC 24LAT: N35.502480

LONG: W89.921738

WWC 23LAT: N35.502229

LONG: W89.921461


LONG: W89.919775

NODENA, TN


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PROJECT MANAGER:

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DESIGNED:

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DRAWING NO:

DATE

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018 -

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TURNPIKEGIFT

STANTONMASON

COVINGTON

BRIGHTON

NODENA

DRUMMONDS

GILT EDGE


NO

RT

H

USGS QUADRANGLE



0'

500'

250' 500' 750'


LONG: W89.919775


LONG: W89.919775


LONG: W89.919775


LONG: W89.919775


LONG: W89.919775

NODENA, TN


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PROJECT MANAGER:

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PROJECT TITLE:

DRAWING NO:

DATE

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20, 2

018 -

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pm U

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158

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338\W

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.dwg

012-02080-16D. HIBDON

SSOE, Inc. 2018

TURNPIKEGIFT

STANTONMASON

COVINGTON

BRIGHTON

NODENA

DRUMMONDS

GILT EDGE

MUNFORDNODENA, TN

NO

RT

H

USGS QUADRANGLE



0'

500'

250' 500' 750'

WL2LAT: N35.512770


WL1LAT: N35.514286


MISSISSIPPI RIVER


0'

300'

150' 300' 450'


JAMESTOWN LANE - 30' R.O.W.

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.O

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- 1

00'

R.O

.W.

DE

TR

OIT

RO

AD

- 6

0' R

.O.W

.

INDIAN CREEK ROAD - 30' R.O.W.

ELM GROVE ROAD - 30' R.O.W.

IN

D

IA

N

C

R

E

E

K

R

O

A

D

-

3

0

'

R

.O

.W

.


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S

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- 3

0

' R

.O

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JA

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TO

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0' R

.O

.W

.

B

A

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0

' R

.O

.W

.

BURLISON

JAMESTOWN RD.

RA

ND

OL

PH

R

D.

GILT EDGE

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


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


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


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

C:\d

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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

HWY 59

HWY 59

HWY 59

RICHARDSON LANDING RD.

NOT FORCONSTRUCTION


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

200

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

I S

TA

. 1

95

5+

21

.0

0

PV

I E

L. 2

34

.0

9

23

9.6

23

4.0

9

23

9.6

23

4.0

9

23

9.6

23

4.0

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


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.


ECS WETLAND AREA #2

18" FM - DR13.5

18" FM CLASS 56 BALL JOINT

DUCTILE IRON PIPE


DUCTILE IRON PIPE

CLASS 4 RIP-RAP

3' MIN. DEPTH

CONTRACTOR TO INSTALL GEOTEXTILE

PIPELINE WEIGHTS IN FLOODPLAIN AREAS.


USACE CASTING FIELD

SEE GENERAL NOTES ON SHEET 300-CU-001.


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.


ECS WETLAND AREA #2

18" FM - DR13.5


DUCTILE IRON PIPE


DUCTILE IRON PIPE

CLASS 4 RIP-RAP

3' MIN. DEPTH

CONTRACTOR TO INSTALL GEOTEXTILE

PIPELINE WEIGHTS IN FLOODPLAIN AREAS.


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


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

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00

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77

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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

E. LANGC. HARTMAN

NOT FORCONSTRUCTION


PUBLIC NOTICE FILE # NRS18 · Highway 59 and Jamestown Road and terminate in the Mississippi River....

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Transcript of PUBLIC NOTICE FILE # NRS18 · Highway 59 and Jamestown Road and terminate in the Mississippi River....