Mill Creek/ Peaks Branch/ State Thomas Drainage Relief Tunnel - - PowerPoint PPT Presentation

mill creek peaks branch state thomas drainage relief
SMART_READER_LITE
LIVE PREVIEW

Mill Creek/ Peaks Branch/ State Thomas Drainage Relief Tunnel - - PowerPoint PPT Presentation

Mill Creek/ Peaks Branch/ State Thomas Drainage Relief Tunnel Parkdale / Lawnview Avenue Neighborhood April 26, 2016 Mill Creek, Peaks Branch and State-Thomas Watersheds PARKDALE 2 Basin Characteristics Basin Area State-Thomas


slide-1
SLIDE 1

Mill Creek/ Peaks Branch/ State Thomas Drainage Relief Tunnel

Parkdale / Lawnview Avenue Neighborhood

April 26, 2016

slide-2
SLIDE 2

Mill Creek, Peaks Branch and State-Thomas Watersheds

2

PARKDALE

slide-3
SLIDE 3

3

 Basin Area

 State-Thomas –

450 acres

 Mill Creek

– 2,200 acres

 Peaks Branch – 3,100 acres  East Peaks

– 1,100 acres

 Land Uses

 Upper Basin – Residential  Lower Basin – Commercial

 What’s in these basins?

 Baylor Hospital  Old City Park  Deep Ellum  IH-30  Fair Park  “M” Streets

Basin Characteristics

slide-4
SLIDE 4

Flooding has been a problem in the Mill Creek, Peaks Branch and State-Thomas areas for years

Mill Creek and Peaks Branch were originally natural streams draining into the Trinity River and White Rock Creek

In the early 1900’s, the streams were enclosed in underground pipes

Re-development in the State-Thomas area has exceeded the capacity of local and outfall drainage systems

The drainage systems were sized to carry smaller standard storm events

4

Mill Creek / Peaks Branch State-Thomas Background

slide-5
SLIDE 5

 In a 100-year rain event (1% annual chance):

 Undersized local drainage systems cause streets to flood  Flood depths are up to 10 feet high  Additional capacity is needed in the storm sewers to accept

added run-off from neighborhood drainage system

5

Mill Creek / Peaks Branch State-Thomas Background

slide-6
SLIDE 6

Mill Creek and Peaks Branch History

 Underground Storm Sewer

Construction - 1930s

 May 1995 Flood  March 2006 Flood  September 2007 Flood

slide-7
SLIDE 7

 Flooding businesses

and homes

 Baylor Emergency

Room closed - flood damage $5M

 Old City Park  Fair Park  IH 30 closed due to

high water

May 1995 Flood

Dallas Morning News Front Page May 7, 1995

7

slide-8
SLIDE 8

 Widespread flooding

throughout Dallas

 March 19th rainfall totals as

high as 9.8” in Old East Dallas

 Extensive street, structure

and vehicle flooding in East Dallas

March 2006 Flood

slide-9
SLIDE 9

Mill Creek Flooding – Baylor Hospital Area Flooding March 19, 2006

slide-10
SLIDE 10

Monticello Avenue – West of Greenville Avenue

Mill Creek Flooding – March 2006

slide-11
SLIDE 11

Zaragoza Elementary Flooding

11

Peaks Branch Flooding – March 2006

slide-12
SLIDE 12

Worth Street Flooding

12

Peaks Branch Flooding – March 2006

slide-13
SLIDE 13

I-30 Flooding – March 2006

slide-14
SLIDE 14

City Commissioned Studies

14

 Mill Creek

 Mill Creek Master Drainage Plan Study (2006)

 Peaks Branch

 Lower Peaks Branch Preliminary Design Report (1976)  Peaks Branch Preliminary Design Report (1989)

 Mill Creek and Peaks Branch Initial Study (2008)  State-Thomas Area Studies

 Town Branch Study (1986)  State-Thomas Master Drainage Plan (1998)  Woodall Rodgers Drainage Tunnel Improvement Plan (2007)

slide-15
SLIDE 15

2006 Plan – Mill Creek(1) / Middle Peaks Branch(2) and State Thomas(3)

2 1 3

slide-16
SLIDE 16

Mill Creek/Peaks Branch/State Thomas Drainage Tunnel

16

slide-17
SLIDE 17

 Tunnel Length – 5 Miles  Tunnel Diameter – 30 Feet  Tunnel Depth – 70 Feet to 150 Feet  Tunnel Volume – 160 Million Gallons  Project Budget – $320 Million  Construction Duration – 5 Years starting in 2016  Construction method – Tunnel Boring Machine

17

Project Information

slide-18
SLIDE 18

Mill Creek / Peaks Branch / State Thomas Drainage Relief Tunnel

slide-19
SLIDE 19

Tunnel Profile

slide-20
SLIDE 20

Drainage Relief Tunnel

http://voteyesdallas.com/press-room-images.html

slide-21
SLIDE 21

21

30’x35.5’ HORSESHOE MAIN TUNNEL SECTION OUTFALL TO SITE A (2 MILES) 30’ CIRCULAR MAIN TUNNEL SECTION SITE A TO END (3 MILES)

Tunnel Sections

slide-22
SLIDE 22

Tunnel Boring Machine (TBM)

slide-23
SLIDE 23

Deep Tunnel Construction

23

Tunnel Boring Machine (TBM) Workers on a TBM after break-through

Advantages to tunneling:

  • Minimal utility relocation
  • Reduced ROW acquisition
  • Minimal street replacement
  • Minimal traffic impacts
slide-24
SLIDE 24

Areas Currently Subject to 100-Year Flooding in Mill Creek, Peaks Branch and State Thomas Watersheds

Note: Hatched area denotes known street flooding in the State Thomas area

24

slide-25
SLIDE 25

60% of the Areas Removed from 100-Year Flooding After Mill Creek, Peaks Branch and State-Thomas Tunnel is Constructed

25

slide-26
SLIDE 26

26

White Rock Creek Drainage Area

slide-27
SLIDE 27

27

 Water surface elevations in the White Rock Creek and

Forney Branch floodplains remain the same

 Parkdale / Lawnview neighborhood impacts

 Construction truck traffic permitted along SH 352 (Scyene Road)  Construction hauling will be limited to 7 am to 7 pm

Parkdale / Lawnview Concerns -

Mill Creek / Peaks Branch / State Thomas Drainage Tunnel

slide-28
SLIDE 28

28

PAR ARKDAL ALE White Rock Creek Floodplain

slide-29
SLIDE 29

Mill Creek / Peaks Branch / State Thomas Drainage Relief Tunnel