NY Rising Community Reconstruction Program Public ...€¦ · WS 500 yr WS 100 yr WS 50 yr WS 25 yr WS 10 yr WS 2 yr Ground Levee Bank Sta.04 . 0 3 5.08 .04 0 50 100 150 200 250 300

Working Together to Build Back Better NYRCR Town of Blooming Grove Public Engagement Meeting

NYRCR

Town of Blooming

Grove NY Rising Community Reconstruction Program

Public Engagement Meeting #2

September 3, 2014 l 7:00pm-9:00pm

Working Together to Build Back Better


Overview of the NYRCR Program

Community Development Block Grant-Disaster Recovery (CDBG-

DR) funds allocated to communities hard-hit by Sandy, Lee, Irene,

2013 floods.

Funds must be used for projects linked to disaster.

Focused on implementation

Eligible projects include: planning/capacity building, property

acquisition, infrastructure/public facility improvements,

clearance, reconstruction, economic development, construction.


Understanding the NYRCR Program

Focus the NYRCR Strategies and Projects in 6 Major Categories:

1. Infrastructure 2. Housing 3. Economic Development 4. Health and Social Services 5. Natural and Cultural Resources 6. Community Capacity Building

Vulnerable Populations – Need to consider


Plan Development Process


Status of Plan JUNE 2014 Blooming Grove NYRCR Committee was established and First

Committee Meetings Held JULY 2014 Tour of Town - Description of Storm Damage Geographic Boundary Finalized Developed Draft Vision Statement and Goals Began Risk Assessment

Begin Review of Critical Assets in Community Develop Public Engagement Strategy

July 30 – Public Engagement Meeting #1


AUGUST 2014

Finalized Asset Identification Submitted Section 1 to Committee for Review and

Comments Meeting with First Responders Finalize of Needs and Opportunities


Where Are We Now?

• Risk Assessment & HEC-RAS Modeling – These are two of several tools to be used by the

Committee to assist them with identifying and prioritizing projects.

0 200 400 600 800 1000 1200 1400295

300

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Moodna_DUP Plan: Moodna_Natural_DUP_Existing

RS = 19681 BR South Street

Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500 yr

WS 100 yr

WS 50 yr

WS 25 yr

WS 10 yr

WS 2 yr

Ground

Ineff

Bank Sta

.04 .04

.034 .04


Risk Assessment Overview

• Committee assisted in the development and approved community asset list

• Category Types included – – Infrastructure – Housing – Economic Development – Natural and Cultural Resources – Health and Social Services

• Reviewed and analyzed assets with the risk areas - (FEMA regulatory floodplain)



Next Steps

• The Committee will use the Risk Analysis, along with other tools, to support the identification and prioritization of projects. Other tools and project elements would include: – Funding Eligibility – Program Eligibility – Cost Benefit Analysis (CBA) – Public Support – Timeline and Regulatory Feasibility – Economic and Environmental Benefits – Social and Health Benefits – HEC RAS modelling


Hydraulic Modeling Baseline


HEC-RAS Model

• Developed by U.S. Army Corps of Engineers – Simulate the water flow through a drainage area

• Predict the Water Surface Elevation (WSE) and extents of flooding for a given storm event – E.g., 100-year or 1% annual-chance event

• Assess the effectiveness of flood mitigation alternatives – Evaluate and compare potential benefits in terms

of reduced flooding WSE and extents

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Moodna Creek – Existing Floodplain (100-year)

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Moodna Creek – Existing Floodplain (500-year)

14


Moodna Creek (Water Surface Profile)

0 5000 10000 15000 20000 25000 30000 35000270

280

290

300

310

320

330


Main Channel Distance (ft)

Ele

va

tio

n (

ft)

Legend

WS 50 yr

WS 100 yr

WS 500 yr

WS 25 yr

WS 10 yr

WS 2 yr

Ground

Clo

ve

...

Ra

il R

oa

d

Un

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Bri

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ay

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ield

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...

Ra

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oa

d

W.

Ma

in S

tre

et

/ R

oute

94

Ra

il R

oa

d

Dri

ve

wa

y

Moodna Creek 1

15

South

Str

eet

Bridge

Mobile

Hom

es P

ark


Moodna Creek – South St. Bridge (Cross Section)

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0 200 400 600 800 1000 1200 1400295

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330



Station (ft)

Ele

va

tio

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ft)

Legend

WS 500 yr

WS 100 yr

WS 50 yr

WS 25 yr

WS 10 yr

WS 2 yr

Ground

Ineff

Bank Sta

.04 .04

.034 .04


Perry Creek – Existing Floodplain (100-year)

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Perry Creek (Water Surface Profile)

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0 2000 4000 6000 8000 10000 12000 14000 16000 18000250

300

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450

500

550

Perry_DUP Plan: Perry_Natural_DUP_existing


Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

WS 10-yr

WS 2-yr

Ground

Cu

lve

rt (

Wo

odc...

Pe

rry C

reek R

oa

d B

...

Dri

ve

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ridg

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39

0 ft

do

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Wo

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of

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of M

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un

tain

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dg

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Cu

lve

rt (

Clo

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d)

Perry 1


Perry Creek (Water Surface Profile)

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7200 7400 7600 7800 8000 8200 8400 8600340

360

380

400

420



Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

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WS 2-yr

Ground

Dri

ve

wa

y B

ridg

e (

39

0 ft

do

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s..

.

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...

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up

str

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m o

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on

d)

Perry 1


Perry Creek – Weir at Felter Hill Rd (Cross Section)

20

0 50 100 150 200 250 300 350405

410

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435


RS = 8303 IS Weir (south of Felter Hill Rd)

Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

WS 10-yr

WS 2-yr

Ground

Ineff

Bank Sta

.08 .035 .06


Satterly Creek – Existing Floodplain (100-year)

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Satterly Creek (Water Surface Profile)

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0 5000 10000 15000 20000300

310

320

330

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Satterly_DUP Plan: Satterly_Natural_DUP_existing


Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

WS 10-yr

WS 2-yr

Ground

Hu

dso

n R

oa..

.

Ho

rto

n R

oad

Ro

und

Hill

Ro

ad

Satterly Creek 1


Satterly Creek – Horton Road Bridge (Cross Section)

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0 500 1000 1500 2000320

330

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RS = 10101 BR Horton Road

Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

WS 10-yr

WS 2-yr

Ground

Ineff

Bank Sta

.07 .03 .07


Preliminary Scenario: Remove all buildings and structures

24

0 1000 2000 3000 4000 5000290

295

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Moodna_DUP Plan: Moodna_Natural_DUP_Existing 1/26/2014 RS = 14755

Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500 yr

WS 100 yr

WS 50 yr

WS 25 yr

WS 10 yr

WS 2 yr

Ground

Levee

Bank Sta

.04 .035

.08 .04

0 50 100 150 200 250 300 350395

400

405

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RS = 8057 BR Felter Hill Road Bridge

Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

WS 10-yr

WS 2-yr

Ground

Ineff

Bank Sta

.06 .034 .06

0 50 100 150 200 250 300 350405

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435



Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500-yr

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Ground

Ineff

Bank Sta

.08 .035 .06

0 500 1000 1500 2000 2500 3000320

330

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390


RS = 13315

Station (ft)

Ele

va

tio

n (

ft)

Legend

WS 500-yr

WS 100-yr

WS 50-yr

WS 25-yr

WS 10-yr

WS 2-yr

Ground

Ineff

Bank Sta

.07 .035

.08


Remove All Buildings/Structures Moodna Creek (Profile)

25

0 5000 10000 15000 20000 25000 30000 35000270

280

290

300

310

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330

Moodna_DUP Plan: 1) Existing 2) All-Obs-Rem


Ele

va

tio

n (

ft)

Legend

WS 100 yr - Existing

WS 100 yr - All-Obs-Rem

Ground

Clo

ve

...

Ra

il R

oa

d

Un

nam

ed

Bri

dge

Locust S

t.

Un

nam

ed

Bri

dge

Ra

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oa

d

Sp

illw

ay

Ma

ys F

ield

Ped

estr

ian B

rid

...

Ra

il R

oa

d

W.

Ma

in S

tre

et

/ R

oute

94

Ra

il R

oa

d

Dri

ve

wa

y

Moodna Creek 1

Max DWSE = -8.2’

(Dam removed)

Max DWSE = -1.3’

(Bridge removed)

Mobile

Hom

es P

ark

South

Str

eet

Bridge

W. M

ain

Str

eet

/ R

oute

94 B

ridge


0 200 400 600 800 1000 1200 1400295

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Moodna_DUP Plan: 1) Existing 2) All-Obs-Rem

RS = 19720

Station (ft)

Elev

atio

n (ft

)

Legend

WS 100 yr - Existing

WS 100 yr - All-Obs-Rem

Ground

Ineff

Bank Sta

.04 .04

.035 .04

Remove All Buildings/Structures Moodna Creek (Cross Section)

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0 200 400 600 800 1000 1200 1400295

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305

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315

320

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Station (ft)

Elev

atio

n (ft

)

Legend

WS 100 yr

Ground

Ineff

Bank Sta

.04 .04

.034 .04

DWSE= -0.5’

South St Bridge (removed)


Remove All Buildings/Structures Moodna Creek (100-year Floodplain)

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Remove All Buildings/Structures Perry Creek (Profile)

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0 2000 4000 6000 8000 10000 12000 14000 16000 18000250

300

350

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550

Perry_DUP Plan: 1) Existing 2) All Obs. Removed


Ele

va

tio

n (

ft)

Legend

WS 100-yr - Existing

WS 100-yr - All Obs. Removed

Ground

Cu

lve

rt (

Wo

odc...

Pe

rry C

reek R

oa

d B

...

Dri

ve

wa

y B

ridg

e (

39

0 ft

do

...

Wo

od B

ridg

e (

10

0 ft

dow

nstr

e...

We

ir (

so

uth

of

Fe

lte

r H

ill R

d)

Wo

od F

oo

t B

ridg

e (

up

str

ea

m o

f th

...

We

ir (

no

rth

of M

ou

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in L

od

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Rd)

Mo

un

tain

Lod

ge R

oad

Bri

dg

e

Cu

lve

rt (

Clo

ve

Roa

d)

Perry 1

Max DWSE = -4.6’

(Bridge removed)

Max DWSE = -10.2’

(Dam removed)


0 50 100 150 200 250 300 350405

410

415

420

425

430

435


RS = 8312

Station (ft)

Elev

atio

n (ft

)

Legend



Ground

Ineff

Bank Sta

.08 .035 .06

0 50 100 150 200 250 300 350405

410

415

420

425

430

435



Station (ft)

Elev

atio

n (ft

)

Legend


Ground

Ineff

Bank Sta

.08 .035 .06

DWSE= -2.3’

Weir at Felter Hill Rd

(removed)

Remove All Buildings/Structures Perry Creek (Cross Section)

29


Remove All Buildings/Structures Perry Creek (100-year Floodplain)

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Remove All Buildings/Structures Satterly Creek (Profile)

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0 5000 10000 15000 20000300

310

320

330

340

350

Satterly_DUP Plan: 1) Existing 2) All Obs. Removed


Ele

va

tio

n (

ft)

Legend



Ground

Hu

dso

n R

oa..

.

Ho

rto

n R

oad

Ro

und

Hill

Ro

ad

Satterly Creek 1

Max DWSE = -1.0’

(Bridge removed)


What will the Committee be working on during upcoming months?

SEPTEMBER 2014

Begin Identification of Resiliency Strategies and Actions Tour community with engineers and HEC-RAS modelers By September 19 – Develop a list of strategies Finalize HEC-RAS modeling Begin developing preliminary project lists

OCTOBER 2014

By October 3 – Final draft list of projects and actions By October 22 – Draft #1 CR Plan


What will the Committee be working on during upcoming months?

NOVEMBER 2014 By November 14 – Draft #2 CR Plan By November 14 – Public Engagement Meeting #3

DECEMBER 2014 By December 5 – Final CR Plan

JANUARY 2015 By January 16 – Public Engagement Meeting #4


Public Comment Period

The Committee is Looking For Your Input!


Information Resources

http://stormrecovery.ny.gov (Main Site)

http://stormrecovery.ny.gov/resources-0 (Plan Elements)

http://stormrecovery.ny.gov/nyrcr/faq (FAQs)

Photos non-attributed are courtesy of Tetra Tech


THANK YOU

Documents

NY Rising Community Reconstruction Program Public ...€¦ · WS 500 yr WS 100 yr WS 50 yr WS 25 yr WS 10 yr WS 2 yr Ground Levee Bank Sta.04 . 0 3 5.08 .04 0 50 100 150 200 250 300