Subject: No-Rise Certification for River Restoration Activities on a section of the West Fork White River near the Fayetteville Executive Airport

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1 tts WATERSHED CONSERVATION RESOURCf C NTER August 30,2013 Sarah Wrede Floodplain Administrator City of Fayetteville, AR 113 West Mountain Street Favetteville. AR Subject: No-Rise Certification for River Restoration Activities on a section of the West Fork White River near the Fayetteville Executive Airport Dear Mrs. Wrede: The purpose of this letter is to convey modeling results from the stream restoration project designed by the Watershed Conservation Resource Center (WCRC) for the West Fork White River (WFWR) near the Fayetteville Executive Airport. The project, when implemented, will reduce bank erosion, improve in-stream habitat, restore riparian habitat, prevent damage to City, County and Private land, and improve aesthetics of an approximately 4,600 foot reach of the WFWR. The WCRC performed modeling using the HEC-RAS model to demonstrate that the proposed actions of this important river restoration project does not cause an increase in water surface elevation during the 1O0-year flood event. The WCRC developed existing and proposed conditions models for the two scenarios and compared the water surface elevation at those cross sections. The existing conditions model was developed using cross-section locations from previous modeling efforts located outside of the project confines with the addition of cross sections at locations which would demonstrate effects of the proposed activities within the project area. Elevations for the existing model were established using 2009 LiDAR data supplemented with additional survey data within the project area. Manning's oon" values were determined based on previous field studies by the WCRC and are consistent with industry standards. The 100-year flood event discharge was obtained from the May 16, 2008 Flood Insurance Study for Washington County published by the Federal Emergency Management Agency (FEMA). The proposed conditions model was developed by creating proposed cross section geometry for locations which were modeled in the existing conditions model and also occurring in the proposed project limits. Manning's oon" values for the proposed condition were set to the same values as found in the existing conditions model. Based on the modeling results, the water surface will show a slight rise at XS C, D, G, H, and I, with the largest rise being only 0.04 feet, which is within a reasonable margin of precision for the HEC-RAS model. XS E and F both result in a decrease in water surface elevation for a 100-year flood event. The water surface elevations for the ten cross sections modeled as part of the 100-yr floodplain evaluation are shown in the table below. As shown in the table, the proposed project does not exceed a rise of 0.04 feet in any cross section lensth. 380 W. Rock St., Fayetteville, AR 7270L I phone: 50L fax: wcrc@watershedconservation.org I watershedconservation,org

2 Water Surface Elevation (ft) Existins Proposed Difference XSA t XSB L L XSC L L XS D" L L234.L XS E" L t o.26 XS F XS G' 124L72 t24t XSH L 0.01 XSI L L XSJ L L *Cross-sections located within the project area Based on these results, the WCRC is submitting this letter to the city of Fayetteville as the "norise" certification for the proposed project. A map of the modeled area, comparative cross section plots, and a copy of the proposed construction plan is attached to this letter. Please contact me at your earliest convenience if should have any questions. Sincerelv. Matthew A. Van Eps, P.E. Associate Director, WCRC 380 W. Rock St., Fayetteville, AR 7270L I phone: 50I fax: wcrc@watershedconservation.org I watershedconservation.org

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4 XS A Full view XS A Zoom view

5 XS B Full view XS B Zoom View

6 XS C Full view XS C Zoom view

7 XS D Full view XS D Zoom view

8 XS E Full view XS E Zoom view

9 XS F Full view XS F Zoom view

10 XS G Full view XS G Zoom view

11 XS H Full view XS H Zoom view

12 XS I Full view XS I Zoom view

13 XS J Full view XS J Zoom view

14 DEPARTMENT OF THE ARMY LTTTLE ROCK DISTRICT, CORPS OF ENGINEERS ROGERS REGUI,ATORY FIELD OFFICE 2260 N. SECOND STREET ROGERS, ARKANSAS Regulatory REPLY TO ATTENTION OF Division May 6,2013 Mr. Matthew Van Eps Watershed Conservation Resource Center 380 W. Rock Street Favetteville. Arkansas 127 0I )e- ].1;. \. ::t : ni' "r -' NATIONWIDE PERMIT NO. 201I-0047 O-I Please refer to your letter dated, April 30, 2013, on behalf of the City of Fa1'etter ille. concerning Deparlment of the Army (DA) permit requirements pursuant to Section 404 of the Clean Water Act. You requested the reauthorizationto stabilize, enhance, create and improve aquatic habitat along 4000 linear foot of stream bank along West Fork White River. The proposed site is located in Section 9 T. 15 N., R. 30 W. Fayetteville, Washington County, Arkansas. The proposed activity is authorized by Department of the Army Nationwide Permit (NWP) No. 27 (copy enclosed), provided that the conditions therein, are met. You should become familiar with the conditions and maintain a copy of the permit at the worksite for ready reference. If changes are proposed in the design or location of the facilities, you should submit revised plans to this office for approval before construction of the change begins. Please refer to NWP Condition No. 12, which stipulates that appropriate erosion and siltation Cr.rr.iri-S b: used during construction and all exposed soil be permanently stabilized. Erosion J,':.:r-- - :-.==s-:es must be implemented during and after construction of the proposed project to :':l':.. :: ::-. ::::::it;ondition. -*-:i >... :.r \ l:: \\\-P determination u'ill be valid for two years unless the NWP is modified, suspended, - I :3', urk3d u ithin the tn'o-1'ear period. If NWP No. 27 is modified, suspended, or revoked :-:::ng this period. 1'our project may not be authorized unless you have begun or are under contract to begin the project. If work has started or the work is under contract, you would then have tn-elve months to complete the work. This permit does not authorize placement of fill material for bank extension riverward or for alignment with the adjoining property and does not grant any property rights or exclusive privileges. The authorization of this work by a NWP does not relieve you of complying with other

15 applicable local, state, and Federal laws. You are reminded that any future proposal for the discharge of dredged or fill material in waters of the United States requires prior approval from the Corps of Engineers under Section 404 of the Clean Water Act. If you have any questions about this permit or any of its provisions, please contact me at (479) , ext 1389 and refer to Permit No Enclosrs Sincerely, Cop)'Fumisbal Ch. Regularcq Fif &- r,!r druss Arkansas De1rrtanu,..r Earircrrrmeilal QualiN. rr cv dngs 8 "[r*[ll*,t:i,u,{. t hbra \\-ocrls'arc PRr5err \(r'e.r

16 PERMITTEE COMPLIANCE CERTIFICATION PERMITNO.: NWP/S NO.: 27 PERMITTEE NAME: Citv of Favetteville DATE OF REISSUAIT{CE: May PRGIECT [taltiager: Drtn \Uoods'rrd Upon completion of the activity authorized by this permit and any mitigation required by the permitn sign this certification and return it to the following address: US Army Corps of Engineers Attn: Debra Woodward Rogers Regulatory Field Office 2260 N. 2nd Street Rogers, Arkansas Please note that!'our permitted activity is subject to a compliance inspection by a US Army Corps of Engineers representative. If you fail to comply with this permit, you are subject to pc:nit suspension. modification, or revocation. I Ltttt c:rt{ tr tlc rorh, utlorizcd bf the ebot.e referenced pcrmir hrs bru.qlil - --'rjr.grll ft tsr.- ud corditins of the sei<l pcrrnit, erd rcqnircd -- rr crrplcted in eccordence with the permit conditions. I'ATE IVORK COMPLETED: SIGNATURE OF PERMITTEE DATE

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