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HomeMy WebLinkAboutFDP201900013 Letter of Map Revision 2020-02-18TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. REQUEST FOR A CONDITIONAL LETTER OF MAP REVISION TECHNICAL SUPPORT DATA NOTEBOOK WOOLEN MILLS RE -DEVELOPMENT 11 90: w'-w. ALBEMARLE COUNTY, VA REVISED JANUARY 23, 2020 PREPARED BY: TIMMONS GROUP 1001 BOULDERS PARKWAY, SUITE 300 RICHMOND, VA 23225 TG Project Number: 37032 TABLE OF CONTENTS 1.0 PROJECT SUMMARY................................................................................................................. 3 2.0 HYDROLOGIC SUMMARY..........................................................................................•.............. 3 3.0 HYDRAULIC SUMMARY............................................................................................................ 4 3.1 DUPLICATE EFFECTIVE MODEL...................................................................................................... 4 3.2 CORRECTED EFFECTIVE MODEL..................................................................................................... 5 3.3 EXISTING CONDITIONS MODEL..................................................................................................... 7 3.4 PROPOSED CONDITIONS MODEL................................................................................................. 9 4.0 SEDIMENT TRANSPORT CONSIDERATIONS............................................................................ 11 5.0 EVALUATION OF ALTERNATIVES............................................................................................. 11 6.0 CONCLUSIONS........................................................................................................................11 LIST OF APPENDICES APPENDIX1......................................................................................................... Effective FIRM (Annotated) APPENDIX 2..............................................................................................Work Map and Bridge Plan/Profile APPENDIX3.......................... -.,,............................. ................................................... Effective Model (HEC 2) APPENDIX4................................................................................................................Detailed Model Output 4.1................................................................Duplicate Effective Model Results (HEC-RAS 5.0.7) 4.2..,............................................................Corrected Effective Model Results (HEC-RAS 5.0.7) 4.3......................................................... Existing Conditions Model Results (HEC-RAS 5.0.7) 4.4............................................................ Proposed Conditions Model Results (HEC-RAS 5.0.7) APPENDIX 5 ..................... ............. Endangered Species Compliance APPENDIX6.............................. @� .,Q; �..,.....,.,.....,..,...........................FEMA Forms APPENDIX 7..................................axr ,.) . }. r-..,.,...,................................... Files on Disk 1 0o"�y765 `'J Page ii Woolen Mills Development Albemarle County, VA January 23, 2020 1.0 Project Summary A hydraulic analysis has been completed on a reach of Moores Creek located within Albemarle County, Virginia to determine the impacts on the regulated floodplain and floodway associated with the construction of a pedestrian bridge and other site improvements at the Woolen Mills project site. Refer to the construction drawings supporting the project entitled "Woolen Mills Re -Development" Letter of Revision #1 dated 03/15/2019 (submitted separately) for detailed information regarding site layout and proposed site geometry/grading. Moores Creek is a FEMA regulated stream, which has been studied in detail (Zone AE with floodway) from its confluence with the Rivanna River to a point located just downstream of Poorhouse Road in Albemarle County. The effective study for this stream was found in the FIS for Albemarle County, Virginia and Incorporated Areas (51003CV000C), revised May 16, 2016. The stream is reflected in the current Flood Insurance Rate Map (FIRM) panel 289 (map number 51003CO289D, effective February 4, 2005) and revised with a Letter of Map Revision dated 2/7/2017, see Appendix 1. The proposed site improvements and pedestrian bridge will be constructed within the FEMA-delineated 100-year (1% annual chance) floodplain and 500-year (0.2% annual chance) floodplain of Moores Creek, see the Work Map in Appendix 2. This flood study supporting the proposed redevelopment project evaluates the impacts of the proposed pedestrian bridge and other site improvements. An airborne survey for the project was completed on 12/25/2013 and additional topographic information was completed and integrated with the site data on 2/13/2018. The hydraulic analysis was performed using HEC-RAS (v.5.0.7). 2.0 Hydrologic Summary The discharges associated with the proposed study were not changed from those utilized in the Effective model as provided by FEMA. The summary of discharges for Moores Creek provided in Table 2-1 of the Effective FIS (revised 5/16/2016) has only one flow rate, whereas the provided HEC-2 data has an additional flow change locations along the watercourse. The 100-year flow rate at the subject site, however, was consistent between the two data references. Tables 2-1 and 2-2 below provide a summary of the discharges presented in the Effective FIS and the HEC-2 model input data. TABLE 2-1 Summary of Moores Creek Discharges as Published in the Effective FIS (Revised May 16, 2016) SUMMARY OF DISCHARGES (CFS)1 LOCATION DRAINAGE AREA (SQUARE MILES) 10-YEAR 50-YEAR 100-YEAR 500-YEAR At mouth 30.9 4,840 9,450 12,200 21,300 1 Effective discharges and location descriptions taken from Table 3 in the effective FIS for Albemarle County (FIS Number 51003CVOOOC, Revised 5/16/2016, published by FEMA). Woolen Mills Development Page 3 Albemarle County, VA Revised January 23, 2020 TABLE 2-2 Summary of Moores Creek Discharges: HEC-2 and Duplicate Models FEMA Section 10-YEAR 50-YEAR 100-YEAR 500-YEAR 4.0 (D) 4,650 9,050 11,650 20,250 2.0 (B) 4,840 9,450 12,200 21,300 3.0 Hydraulic Summary FEMA provided the effective model for Moores Creek as a scanned copy of the original HEC-2 model, see Appendix 3. The HEC-2 model is dated August 1977 and assumed to be in the NGVD29 vertical datum. Legibility of the HEC-2 model varies within the provided pdf. The HEC-2 model provided includes geometry input data, discharge data, boundary conditions, encroachment model, and summary output tables. Known water surface elevations establish the starting boundary condition in the effective model. The following model progressions have been completed as part of this study: Duplicate, Existing Conditions and Proposed Conditions. 3.1 Duplicate Effective Model The Duplicate Effective model is established using HEC-RAS v5.0.7 and uses the effective model input as the basis for the model. Geometry data and flow file data are taken from the HEC-2 model, where available. The Duplicate model begins at the confluence with the Rivanna River with boundary conditions taken from the HEC-2 model. The Duplicate model extends upstream to the point where the model was truncated at section 4.0 (FEMA letter section D), located approximately 2025-ft downstream of Monticello Ave (Route 20). Conveyance calculations were set to "Between Every Coordinate Point (HEC-2 style)." Encroachment stations provided in the effective model were inputted into the Duplicate Model. A bridge (Moores Creek Lane) is included within the Duplicate Model. Bridge and culvert modeling approaches between HEC-2 and HEC-RAS vary. Bridge geometry data was taken from the HEC-2 model. The Energy Equation was entered for Low Flow Methods and Pressure and/or Weir was selected for High flow Methods. Once the model data was inputted into HEC-RAS, the model was run and the results were compared to the HEC-2 results and the published values in the effective FIS, see Table 3-1. Note that a vertical datum adjustment has been applied for a comparison of these elevations in the summary table. The conversion from NGVD29 to NAVD88 is achieved by subtracting 0.74-foot (Section 3.3, page 20 of the FIS). As demonstrated in Table 3-1, the computed water surface elevations in the Duplicate Effective model closely match (within 0.2-ft) those elevations provided in the effective FIS. Detailed model output from the Duplicate Effective model can be found in Appendix 4. Woolen Mills Development Page 4 Albemarle County, VA Revised January 23, 2020 TABLE 3-1 100-vr Water Surface Elevations (Unencroached): FIS, HEC-2, & Duplicate Model Base Flood Water Surface Elevation FEMA Section HEC-2 Section FIS Regulatory (feet, NAVD88) FIS Without Floodway (ft, NAVD88)1 FIS Without Floodway (ft, NGVD29)1 HEC-2 WSE (ft, NGVD29)1 Duplicate Model (ft, NGVD29)1 A 1.0 324.0 313.3 314.0 314.00 314.00 B 2.0 324.0 321.1 321.8 321.78 321.64 C 3.0 324.0 322.7 323.4 323.36 323.27 D 4.0 326.2 326.2 326.9 326.88 326.91 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. The effective HEC-2 data included a floodway data summary table with encroachment stations. It was found that the effective floodway widths in the effective HEC-2 model match those in the FIS Floodway Data table, with the exception of Section D/RS 4.00. Table 3-2 provides a summary of the floodway widths from the FIS, HEC-2 and Duplicate Models. TABLE 3-2 Floodwav Widths: FIS Published, HEC-2 and Duplicate Model FEMA Section HEC-2 Section FIS Floodway Width (ft) HEC-2 Floodway Width (ft) Duplicate Model Floodway Width (ft) A 1.0 110 110 110 B 2.0 140 140 140 C 3.0 774 774 774 D 4.0 200 107 106.58 The encroachment run of the Duplicate Model results were valid with increases between 0.0-ft and 1.0- ft. Table 3-3 compares the HEC-2 output encroached water surface elevations with the encroached water surface elevations published in the FIS. TABLE 3-3 100-vr Water Surface Elevations (Encroached): FIS. HEC-2 and Duplicate Model FEMA Section HEC-2 Section FIS w/ Floodway (ft, NAVD88)1 FIS Encroached WSE (ft, NGVD29)1 HEC-2 Encroached WSE (ft, NGVD29)1 Duplicate Model Encroached WSE (ft, NGVD29)1 A 1.0 313.8 314.54 314.5 314.50 B 2.0 321.9 322.64 322.6 322.49 C 3.0 323.4 324.14 324.1 323.97 D 4.0 326.5 327.24 327.2 327.22 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 3.2 Corrected Effective Model The Duplicate Model served as the basis for the Corrected Effective model. The Corrected Effective model applies a vertical elevation change to all geometry components to reference NAVD88. As referenced in the effective FIS, the conversion from NGVD29 to NAVD88 is achieved by subtracting 0.74- foot. Woolen Mills Development Page 5 Albemarle County, VA Revised January 23, 2020 Cross section spatial location for unmapped sections in the HEC-2 model was determined based on the mapped location of section 1.0 (FEMA Mapped Section A) and reach lengths provided in the model. A correction was made to the reach lengths for section 1.3 to allow for the Moores Creek Lane to spatially align with the actual crossing location. A summary of revisions made to the Duplicate Effective Model to create the Corrected model is provided in Table 3-4. TABLE 3-4 Summary of Model Revisions for the Corrected Effective Model RIVER STATION EDIT # SUMMARY OF EDITS All Vertical datum conversion from NGVD29 to NAVD88. 1 Sections Flow File 1 Revised boundary condition to account for datum change. 1.3 1 Corrected reach lengths to align Moores Creek Lane spatially with actual conditions. The effect of correcting the reach length for section 1.3 resulted in minor changes to the Base Flood Elevation for the studied reach. A comparison between the Corrected Effective model and the Duplicate Effective model predicted water surface elevations for both the unencroached and encroached model runs can be found in Table 3-5 and Table 3-6, respectively. Detailed model output from the Corrected Effective model can be found in Appendix 4. TABLE 3-5 Water Surface Elevations (Unencroached): Corrected and Duplicate Effective Models Duplicate Duplicate Corrected Model Model Model Comparison HEC-2 Cross Section FEMA Section Profile W.S. Elev1 W.S. Elev1 W.S. Elev1 A WSE (ft) (ft) (ft) (ft) NGVD 29 NAVD 88 NAVD 88 -- 4.0 D 100yr 326.91 326.17 326.17 0.00 3.9 100yr 325.79 325.05 325.06 0.01 3.8 100yr 324.53 323.79 323.81 0.02 3.7 100yr 322.57 321.83 321.93 0.10 3.0 C 100yr 323.27 322.53 322.62 1 0.09 2.0 B 100yr 321.64 320.90 321.04 0.14 1.7 100yr 320.95 320.21 320.38 0.17 1.6 100yr 1 320.93 1 320.19 1 320.36 0.17 1.5 Moores Creek Lane 1.4 100yr 320.90 320.16 320.33 0.17 1.3 100yr 320.03 319.29 319.51 0.22 1.0 A 100yr 314.00 313.26 313.26 0.00 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. Woolen Mills Development Page 6 Albemarle County, VA Revised January 23, 2020 TABLE 3-6 Water Surface Elevations (Encroached): Corrected and Duplicate Effective Models Duplicate Model Duplicate Model Corrected Model Comparison HEC-2 Cross Section FEMA Section Profile W.S. Elev1 W.S. Elev' W.S. Elev' A WSE (ft) (ft) (ft) (ft) NGVD 29 NAVD 88 NAVD 88 -- 4.0 D FW 327.22 326.48 326.49 0.01 3.9 FW 326.08 325.34 325.36 0.02 3.8 FW 324.83 324.09 324.14 0.05 3.7 FW 323.27 322.53 322.64 0.11 3.0 C FW 323.97 323.23 323.35 0.12 2.0 B FW 322.49 321.75 321.91 0.16 1.7 FW 321.77 321.03 321.21 0.18 1.6 FW 321.78 321.04 321.22 0.18 1.5 Moores Creek Lane 1.4 FW 321.75 321.01 321.2 0.19 1.3 FW 320.61 319.87 320.1 0.23 1.0 A FW 314.5 313.76 313.76 0.00 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 3.3 Existing Conditions Model The Corrected Effective Model served as the basis for the development of the Existing Conditions Model. Nine (9) cross sections were inserted into the model along Moores Creek in the vicinity of the planned site improvements. The new stream sections were developed using a composite surface comprised of field survey and LiDAR data (2015) taken from the VGIN website (https://www.vita.virginia.gov/integrated-services/vgin-geospatial-services/). Channel and floodplain Manning's n values for the new sections were selected based on field conditions and with deference to the values used along the reach within the Duplicate Effective Model. Blocked obstructions were added to the appropriate sections to model buildings located within a cross section. The model was spatially oriented and then truncated to begin at downstream river station 1491.63 and at upstream river station 2640.37. Stream centerline data was taken from FEMA GIS and modified as indicated by LiDAR data from VGIN (2015). Spatial orientation of mapped FEMA sections was taken from GIS data downloaded from the FEMA NFHL Viewer website (https://www.fema.gov/national-flood- hazard-laver-nfhl). All floodplain cross sections in the model were renamed based on river station as established from the stream centerline used in the model. HEC-2 and FEMA letter sections are notated in the description for each applicable section. The flow file was edited to account for section renaming. Table 3-7 summarizes edits made to the Corrected Effective model to create the Existing Conditions model. Detailed output from the Existing Conditions Model can be found in Appendix 6. Woolen Mills Development Page 7 Albemarle County, VA Revised January 23, 2020 TABLE 3-7 Summary of Model Revisions for the Existing Conditions Model HEC-RAS RIVER STATION HEC-2 STATION EDIT # SUMMARY OF EDITS All Sections 1 2 Provided GIS cut line data based on spatial location. (Geometry supporting the cross sections was not edited.) Renamed sections based on river stations. Flow File 1 Updated flow change locations based on section renaming. 2640.37 1 Added Section. Encroachment stations established. 2290.53 1 Added Section. Encroachment stations established. 1789.04 1 Added Section. Encroachment stations established. 1669.52 1 Added Section. Encroachment stations established. 1620.63 1 Added Section. Encroachment stations established. 1570.82 1 Added Section. Encroachment stations established. 1491.63 1 Added Section. Encroachment stations established. TABLE 3-8 Water Surface Elevations (Unencroached): Existing and Corrected Models FEMA Section Cross Section River Station Profile Corrected Model Existing Model Comparison W.S. Elevl W.S. Elevl 0 WSE (ft), NAVD88 (ft), NAVD88 (ft) -- -- 2640.37 100yr __ 318.21 -- -- 2290.53 100yr 1 318.34 -- -- -- 1789.04 100yr __ 315.45 -- -- -- 1669.52 100yr -- 314.98 -- -- 1620.63 100yr -- 314.71 -- -- -- 1570.82 100yr -- 314.87 -- -- 1491.63 100yr -- 314.65 -- 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. The existing conditions floodway model utilized the same encroachment stations specified in the Corrected Effective Model, modifying the encroachment stations only at section 1.0/A/RS1175. Encroachment stations for the sections added to the model were measured off the effective mapping and iterated as required to achieve a satisfactory floodway computation. Table 3-9 provides a comparison of encroached water surface elevations for the Corrected and Existing Models. Woolen Mills Development Page 8 Albemarle County, VA Revised January 23, 2020 TABLE 3-9 Water Surface Elevations (Encroached): Existing and Corrected Models FEMA Section Cross Section River Station Profile Corrected Model Existing Model Comparison W.S. Elev1 W.S. Elev1 0 WSE (ft), NAVD88 (ft), NAVD88 (ft) -- -- 2640.37 100yr __ 318.47 -- -- 2290.53 100yr -- 318.63 -- -- -- 1789.04 100yr __ 315.57 -- -- 1669.52 100yr -- 315.11 -- -- 1620.63 100yr -- 314.86 -- -- -- 1570.82 100yr -- 314.94 -- -- 1491.63 100yr -- 314.65 -- 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 3.4 Proposed Conditions Model The Existing Conditions Model served as the basis for the Proposed Conditions Model. The proposed bridge was entered at River Station 1601.10. The proposed grading surface was sampled to establish the revised cross section geometry. Cross section geometry data for cross sections impacted by the proposed roadway crossing was revised to reflect proposed grading conditions. Bridge Modeling Technique The proposed bridge design has one span totaling 142'-2"-ft. After correcting for the abutments, the total span of open area under the bridge is approximately 137'-2"-ft. The bridge has vertical wall abutments on each side of the bridge opening. The distance to upstream section and width entered in the Deck/Roadway editor were measured along the stream centerline. The proposed bridge spans the existing channel and does not disturb the natural channel bottom within the bridge section. The Manning's n relating to the overbank area and channel was revised in the internal bridge cross section to reflect the provided riprap slope protection and smoother conditions as it is anticipated that characteristics of the vegetation in both the channel and overbank areas under the bridge section will change. Expansion/Contraction coefficients were adjusted as appropriate for cross section #2, #3, and #4 for the proposed bridge and ineffective flow areas were added to sections #2 and #3. Ineffective areas were established on the upstream side of the crossing using a 1:1 ratio and on the downstream side of the crossing using a 2:1 expansion ratio. The Energy and Momentum equations were selected to compute Low Flow Methods with the Highest Energy Answer option selected. Pressure and/or Weir Flow was selected for the High Flow Methods. Table 3-10 provides a summary of all edits to the Proposed Conditions Model. Refer to Tables 3-11 and 3-12 for a comparison of Existing Conditions and Proposed Conditions predicted water surface Woolen Mills Development Page 9 Albemarle County, VA Revised January 23, 2020 elevations for both unencroached and encroached conditions, respectively. Detailed model results for the Proposed Conditions Model can be found in Appendix 4. TABLE 3-10 Summary of Model Revisions for the Proposed Conditions Model HEC-RAS RIVER STATION EDIT # SUMMARY OF EDITS 1669.52 1 Station -Elevation data updated based on proposed grading surface. 1 Station -Elevation data updated based on proposed grading surface. 1620.63 2 Ineffective Stations established. 1601.10 1 Proposed pedestrian bridge added. Internal section n-values modified under bridge span. 1 Station -Elevation data updated based on proposed grading surface. 1570.82 2 Ineffective Stations established. 1 Station -Elevation data updated based on proposed grading surface. 1491.63 2 Ineffective Flow area defined. TABLE 3-11 Water Surface Elevations (Unencroached): Proposed and Existing Conditions FEMA Section Cross Section River Station Profile Existing Modell Proposed Modell Compare Existing and Proposed W.S. Elev W.S. Elev WSE (ft), NAVD88 (ft), NAVD88 (ft) -- -- 2640.37 100yr 318.21 318.23 0.02 -- -- 2290.53 100yr 318.34 318.37 0.03 -- -- 1789.04 100yr 315.45 315.55 0.10 -- -- 1669.52 100yr 314.98 315.11 0.13 -- -- 1620.63 100yr 314.71 314.82 0.11 1601.1 Proposed Pedestrian Bridge -- -- 1570.82 100yr 314.87 314.91 0.04 -- -- 1491.63 100yr 314.65 314.65 0.00 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted this column are computed without consideration of backwater from Rivanna River. Woolen Mills Development Page 10 Albemarle County, VA Revised January 23, 2020 TABLE 3-12 Comparison of Proposed Conditions and Existing Conditions 100-year Models (Encroached) HEC-2 Cross Section River Station Existing Model Proposed Model Compare Existing and Proposed W.S. Elevl W.S. Elevl A WSE (ft), NAVD88 (ft), NAVD88 (ft) -- 2640.37 318.47 318.62 0.15 -- 2290.53 318.63 318.81 0.18 -- 1789.04 315.57 315.98 0.41 -- 1669.52 315.11 315.59 0.48 -- 1620.63 314.86 315.38 0.52 -- 1601.1 Proposed Pedestrian Bridge -- 1570.82 314.94 314.95 0.01 -- 1491.63 314.65 314.65 0.00 1 The project site is located within an area impacted by the backwater from the Rivanna River. The water surface elevations noted in this column are computed without consideration of backwater from Rivanna River. 4.0 Sediment Transport Considerations There is no indication of any historical information regarding sediment transport that could affect the BFE's for the section of stream channel within our project limits. 5.0 Evaluation of Alternatives Several bridge configurations were analyzed during the structure design process. The alternatives analysis included evaluation of bridge span widths. In addition to span opening width, different configurations of sloping abutment were evaluated. The selected bridge design utilizes vertical abutments and a wide span to maximize flow area for the 100-yr storm. None of the evaluated alternatives were able to pass the 1% annual chance storm without causing a change in base flood elevation. 6.0 Conclusions Water surface elevations for the 100-yr floodplain have been calculated for each of the model progressions and comparisons between model progressions have been provided. The Proposed Conditions model indicates that there will be changes in the Base Flood Elevations (not considering backwater) for the 100-yr storm event with the proposed bridge crossing and other site improvements on Moores Creek. A Conditional Letter of Map Revision is requested to allow for these changes to the effective Base Flood Elevations. The modeling indicates that increases associated with the proposed improvements when compared to the existing conditions model resolve at station 2897.3 and that the proposed model ties (within 0.5-ft) with regulatory floodplain elevations at section 5655.59. The increases in Base Flood Elevations (not considering backwater) associated with the proposed site improvements indicated by the model are located below the regulatory Base Flood Elevation associated with the backwater from the Rivanna River. No structures are impacted by the proposed increases in Woolen Mills Development Page 11 Albemarle County, VA Revised January 23, 2020 BFE (when not considering backwater elevations) caused by the proposed improvements. The findings of this hydraulic analysis have been made on the basis of the provided effective modeling information (HEC-RAS format) obtained from FEMA and field inspections made by qualified personnel. The prepared hydraulic models supporting this flood study were reviewed within CheckRAS to provide increased confidence in the model inputs. The 100-yr floodplain elevations and boundaries reflected in this report have been determined in accordance with standard hydraulic modeling techniques. As such, this study accurately and reasonably represents the Flood Hazard Areas associated with Moores Creek for the modeled storm events. Woolen Mills Development Page 12 Albemarle County, VA Revised January 23, 2020 APPENDIX 1 Effective FIRM (Annotated) APPENDIX 2 Work Map and Bridge Plan/Profile 0 I \ \ , Beginning of bridge 142'-2" End of bridge Bock Of backwall Back Of backwall Sta. 00+27.42 Sta. 01 +69.58 Edge of stream Limits of FEMA Floodploinj­­� � 1 _. I, I To Exist. Trail To Woolen Mills Toe of fill EleC8.27 90, I y of —br—idge I rF imits of Toe of fill Elev. 328.27LEMA 'II LFloodplain Edge of stream V n9 vlk t ABUTMENT A ABUTMENT B PLAN Begining of bridge Back of backwall Sta. 00+27.42 -id of bridge ock of backwall to. 01+69.58 Precast concrete stairs Fix Span o Exp. ---- q100-Year flootl lev. 324.00 — — — — — — — — — — 11/2 / II A T T A \\----------- Ordinary high 7 _ A T T � water elev. 302.03 / � �\ Dry riprap BU MEN �--------------- Cl.11 30" (typ.)J BU MEN B -------------------------� Existin g profile along � bridge DEVELOPED SECTION ALONG 'i- Precast concrete stairs GENERAL NOTES: Width: 7'-B" face-to-face of handrails. Span Layout: I42'-2" prefabricated steel truss Capacity: 90 psf pedestrian live load Drainage area: 35.1 square miles Specifications: Construction: Virginia Deportment of Transportation Road and Bridge Specifications, 2016. Design: AASHTO LRFD Bridge Design Specifications, 8th Edition 2017; and VDOT Modifications. LRFD Guide Specifications for Design of Pedestrian Bridges 2nd Edition, with 2015 Interim Revisions Standards: Virginia Department of Transportation Road and Bridge Standards. 2016; including all current revisions These plans ore incomplete unless accompanied by the Supplemental Specifications and Special Provisions Included In the contract documents. Finish point color on all prefabricated truss components and handrails shall be brown, 595-2140. Permeability testing does not apply to this project. Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on the detailed drawings are to centers of bars except where otherwise noted and ore subject to fabrication and Construction tolerances. Superstructure for pedestrian bridge sholl be designed, fabricated and supplied by truss manufacturer. Shop drawings and reaction loads at the abutments shall be submitted t0 the Engineer for review and approval. Substructure is designed and sized for a total superstructure weight of 60,600 pounds. The contractor shall bring it to the attention of the Engineer to re-evaluate the design of the substructure if weight Is exceeded. Stairs for pedestrian bridge shall be designed, fabricated, and supplied by precast stair manufacturer. Shop drawings shall be submitted to the Engineer for review and approval. The precast stairs shall not be structurally attached to the bridge abutment unless approved by the Engineer. Concrete in substructure shall be Class Al H-piles in Abutment A shall be ASTM A709 Grade 50 stee. H-Piles in Abutment A shall be driven to practical refusal and to the required nominal axial resistance. For axial resistance requirements for Abutment A piles, shee the Pile Data Table on sheet 4. Nominal axial resistance shall be determined by Dynamic Pile Testing. Footing for Abutment B shall bear on weathered rock. For additional information on bearing requirements, see note on sheet 6. A maximum of 48 hours prior to any excavation work or pile driving, the contractor shall call Virginia 811 (1-800-552-7001) for utility marking and shall call to verify that marking has been performed. Finished Grade / / Approximate location of trail See civil drawings for grading of area around wingwolls Wingwall e Slope is approximately measured normal to abutment for Informational purpose. Existing slope shall be matched. ALTH O1, L�? o �cr G Y S. JOHNSON Lie. No. 033863 C 11/15/19 yw 10 AL 3 > E aE E <w6s wLL� aoo io m 0o iLL ux 00 E� 0 w u 0 G z 'o •• Z 0 f f a a DATE 1111512019 DRAWN BY GJK DESIGNED BY GJK CHKKED BY 8Lw 5CA 1/8" = I' 0" a J z LU 0 W LU 0 w V) J J IC G w J 0 Ali Z 0 Q w J w 0 Z Q Z g in w 0 Z J w Z w LD w m Z Q H in w 0 w 0- 3 8 NO. 37032 SHEET NO. S-1 APPENDIX 3 Effective Model �-.0 "M E 0:..' NP Ai i�4`97 'i AA it *A 4* i *4 fn - .RK f.*O'O:'YEAR NATU RAV JI CRECK 1NQ N'INY IVIR ;8TR3T M2eTIM. 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RE-'• NA E F N -6ASE-FLOOD AND.- oo a i WEIGHTC0.-AY4,11P.9 �CH hF LAF 09 4 q im--.- (IF'. THE -REACH I.vlT-Hllt- 1, 0: FEET-� . ... ..... F-A-C H 2 4.14-34. -.A.Tj .. . . ... ...... .2.0-10F Filk TiiK REA'tH :1 A I o A a APPENDIX 4 Detailed Model Output DUPLICATE MODEL HEC-RAS Plan: DUPLICATE River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Val Total W.S. Elev Base WS Prof Delta WS (ft) (sq ft) (ft/s) (ft) (ft) (ft) MooresCreek 4.0 FW 106.58 1104.53 10.55 327.22 326.91 0.31 MooresCreek 3.9 FW 106.27 1090.18 10.69 326.08 325.79 0.29 MooresCreek 3.8 FW 105.69 1063.61 10.95 324.83 324.53 0.30 MooresCreek 3.7 FW 104.39 1004.55 11.60 323.27 322.57 0.70 MooresCreek 3.0 FW 774.00 6345.55 1.84 323.97 323.27 0.70 MooresCreek 2.0 FW 140.00 2098.37 5.81 322.49 321.64 0.85 MooresCreek 1.7 FW 129.00 1865.00 6.54 321.77 320.95 0.82 MooresCreek 1.6 FW 163.00 2059.11 5.92 321.78 320.93 0.85 MooresCreek 1.5 BR U FW 163.00 2059.09 5.92 321.78 320.93 0.85 MooresCreek 1.5 BR D FW 163.00 2055.65 5.93 321.75 320.90 0.86 MooresCreek 1.4 FW 163.00 2055.44 5.94 321.75 320.90 0.86 MooresCreek 1.3 FW 123.00 1665.15 7.33 320.61 320.03 0.58 MooresCreek 1.0 FW 110.00 1173.33 10.40 314.50 314.00 0.50 HEC-RAS Plan: DUPLICATE River: MooresCreek Reach: MooresCreek Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) Oft) (fus) (sq ft) (ft) MooresCreek 4.0 100yr 11650.00 312.90 326.91 328.56 0.004631 10.66 1291.35 186.61 0.57 MooresCreek 4.0 FW 11650.00 312.90 327.22 329.05 0.004717 10.97 1104.53 106.58 0.58 MooresCreek 4.0 10yr 4650.00 312.90 322.36 323.27 0.004110 7.66 622.12 107.58 0.51 MooresCreek 4.0 50yr 9050.00 312.90 325.47 326.91 0.0046441 9.83 1040.93 161.78 0.56 MooresCreek 4.0 500yr 20250.00 312.90 330.40 332.58 0.0045501 12.74 2038.93 241.00 0.59 MooresCreek 3.9 100yr 11650.00 311.90 325.79 327.49 0.004822 10.81 1269.96 184.63 0.58 MooresCreek 3.9 FW 11650.00 311.90 326.08 327.97 0.004916 11.10 1090.18 106.27 0.59 MooresCreek 3.9 10yr 4650.00 311.90 321.48 322.36 0.003897 7.53 635.41 109.71 0.49 MooresCreek 3.9 50yr 9050.00 311.90 324.36 325.84 0.004837 9.97 1022.35 159.76 0.57 MooresCreek 3.9 500yr 20250.00 311.90 329.32 331.54 0.004648 12.84 2021.34 239.88 0.60 MooresCreek 3.8 100yr 11650.00 310.90 324.53 326.34 0.005293 11.13 1222.36 180.15 0.61 MooresCreek 3.8 FW 11650.00 310.90 324.83 326.81 0.005315 11.37 1063.61 105.69 0.61 MooresCreek 3.8 10yr 4650.00 310.90 320.68 321.51 0.003588 7.32 656.92 113.07 0.47 MooresCreek 3.8 50yr 9050.00 310.90 323.11 324.69 0.005284 10.29 983.08 155.42 0.60 MooresCreek 3.8 500yr 20250.00 310.90 328.17 330.46 O.0048561 13.03 1985.43 237.60 0.61 MooresCreek 3.7 100yr 11650.00 309.90 322.57 324.89 0.007430 12.50 1057.34 163.53 0.71 MooresCreek 3.7 FW 11650.00 309.90 323.27 325.48 0.006376 12.01 1004.55 104.39 0.67 MooresCreek 3.7 10yr 4650.00 309.90 319.97 320.73 0.003179 7.03 690.16 118.09 0.45 MooresCreek 3.7 50yr 9050.00 309.90 321.34 323.29 0.006988 11.35 869.66 142.13 0.68 MooresCreek 3.7 500yr 20250.00 309.90 326.81 329.29 0.005411 13.51 1899.61 232.04 0.64 MooresCreek 3.0 100yr 11650.00 305.70 323.27 323.35 0.000401 3.42 6638.93 981.29 0.17 MooresCreek 3.0 FW 11650.00 305.70 323.97 324.05 0.000366 3.38 6345.55 774.00 0.16 MooresCreek 3.0 10yr 4650.00 305.70 317.62 318.07 0.003042 6.37 1447.40 797.29 0.42 MooresCreek 3.0 50yr 9050.00 305.70 321.47 321.56 0.000593 3.75 4889.89 958.75 0.20 MooresCreek 3.0 500yr 20250.00 305.70 327.97 328.04 0.000235 3.22 11384.42 1038.77 0.14 MooresCreek 2.0 100yr 12200.00 301.20 321.64 322.42 0.001289 8.11 2088.95 173.89 0.33 MooresCreek 2.0 FW 12200.00 301.20 322.49 323.22 0.001122 7.80 2098.37 140.00 0.31 MooresCreek 2.0 10yr 4840.00 301.20 315.52 315.93 0.001069 5.62 1126.71 140.23 0.28 MooresCreek 2.0 50yr 9450.00 301.20 319.83 320.46 0.001183 7.24 1782.47 163.92 0.32 MooresCreek 2.0 500yr 21300.00 301.20 326.11 327.29 0.001567 10.35 3037.76 251.86 0.38 MooresCreek 1.7 100yr 12200.00 301.00 320.95 321.90 0.002051 10.54 1933.33 170.26 0.43 MooresCreek 1.7 FW 12200.00 301.00 321.77 322.74 0.001910 10.46 1865.00 129.00 0.41 MooresCreek 1.7 10yr 4840.00 301.00 314.86 315.47 0.001902 7.86 989.73 136.58 0.38 MooresCreek 1.7 50yr 9450.00 301.00 319.17 319.98 0.001933 9.59 1636.49 162.54 0.41 HEC-RAS Plan: DUPLICATE River: MooresCreek Reach: MooresCreek (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) Oft) (fus) (sq ft) (ft) MooresCreek 1.7 500yr 21300.00 301.00 325.28 326.66 0.002436 13.18 2786.96 234.46 0.48 MooresCreek 1.6 100yr 12200.00 301.20 320.93 313.78 321.55 0.001467 6.35 1920.44 170.17 0.33 MooresCreek 1.6 FW 12200.00 301.20 321.78 313.77 322.32 0.001210 5.92 2059.11 163.00 0.29 MooresCreek 1.6 10yr 4840.00 301.20 314.82 309.95 315.20 0.001698 4.93 981.28 136.30 0.32 MooresCreek 1.6 50yr 9450.00 301.20 319.14 312.63 319.66 0.001505 5.80 1629.47 162.40 0.32 MooresCreek 1.6 500yr 21300.00 301.20 325.25 316.94 326.28 0.001576 8.11 2626.02 231.20 0.36 MooresCreek 1.5 Bridge MooresCreek 1.4 100yr 12200.00 301.20 32090 313.78 321.53 0.001480 6.37 1915.69 170.05 0.33 MooresCreek 1.4 FW 12200.00 301.20 321.75 313.77 322.30 0.001217 5.94 2055.44 163.00 0.29 MooresCreek 1.4 10yr 4840.00 301.20 314.78 309.95 315.17 0.001720 4.95 976.80 136.09 0.33 MooresCreek 1.4 50yr 9450.00 301.20 319.11 312.63 319.63 0.001518 5.82 1624.78 162.24 0.32 MooresCreek 1.4 500yr 21300.00 301.20 325.22 316.94 326.25 0.001587 8.13 2620.36 230.89 0.36 MooresCreek 1.3 100yr 12200.00 301.20 320.03 321.14 0.002557 11.37 1787.79 166.27 0.47 MooresCreek 1.3 FW 12200.00 301.20 320.61 321.82 0.002522 11.53 1665.15 123.00 0.47 MooresCreek 1.3 10yr 4840.00 301.20 314.09 314.84 0.002526 8.66 888.99 133.44 0.44 MooresCreek 1.3 50yr 9450.00 301.20 318.33 319.28 0.002412 10.34 1512.54 158.29 0.45 MooresCreek 1.3 500yr 21300.00 301.20 324.10 325.76 0.003093 14.32 2518.55 217.67 0.54 MooresCreek 1.0 100yr 12200.00 293.70 314.00 309.87 315.64 0.004648 10.68 1401.33 217.47 0.53 MooresCreek 1.0 FW 12200.00 293.70 314.50 309.85 316.34 0.004666 10.97 1173.33 110.00 0.53 MooresCreek 1.0 10yr 4840.00 293.70 309.00 304.53 309.88 0.003790 7.51 644.46 75.49 0.45 MooresCreek 1.0 50yr 9450.00 293.70 312.50 308.16 313.97 0.004628 9.88 1088.16 197.84 0.52 MooresCreek 1.0 500yr 21300.00 293.70 319.00 314.87 320.57 0.003294 11.20 2558.13 245.26 0.47 M 0 m w 19 C 0 CD w MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section D 1'07 �k045+07 350 Legend WS 500yr 345 WS FW WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Ste Encroachment c 330 m w 31 310 200 300 400 500 600 700 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 1.07 J .045 +07 350 Legend WS 500yr 345 WS FW WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Sta Encroachment 330- m w 31 310 200 300 400 500 600 700 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 14.07 J.045+0� 350 Legend WS 500yr 345 WS FW WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Ste Encroachment 200 300 400 500 600 700 800 Station (ft) MooresCreek Plan: DUPLICATE-NGIIVD--2I9 9/4/2019 1.07 .0451 ?0l 200 300 400 500 600 700 800 Station (ft) Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Sta Encroachment M 0 m Lu MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section C 3501it .07 ). 6 .W � Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Ste Encroachment V- c 0 .@ m ul 31 200 400 600 800 1000 1200 1400 1600 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 350 � .07 —� O 1.07 � 4 Legend 5 WS 500yr WS FW WS 100yr 340 WS 50yr WS 10yr Ground • Bank Sta 330 Encroachment c � 0 0 > > aD m w - 31 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section B M Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Ste Encroachment 250 300 350 400 450 500 550 600 650 ooresCreek Station (ft) Plan: DUPLICATE-NGVD29 9/4/2019 Copy of Sta 1.4 �.07+--.045.07 1 Legend WS 500yr WS FW WS 100yr �� WS 50yr WS 10yr Ground it Ba *k Ste Encroachment 450 500 550 600 650 700 750 800 Station (ft) M 0 m Lu MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 Moores Creek Lane Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Ineff • Bank Sta x Encroachment 0 m ul 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 .07 +— .045—.07 Legend WS 500yr WS FW WS 100yr 340- WS 50yr WS 10yr Ground • Ineff 330 • Bank Sta 0 0 Encroachment a� LU m W 31 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 Moores Creek Lane Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground A Ineff • Bank Sta Encroachment 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 �—.07—� 0 I.07 4 Legend 5 WS 500yr WS FW WS 100yr WS 50yr �� WS 10yr Ground • Bank Sta Encroachment 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: DUPLICATE-NGVD29 9/4/2019 FEMA Section A �— .045 �� .07 350 0 7 Legend WS 500yr WS FW 340 WS 100yr WS 50yr - WS 10yr Ground 330 • Bank Ste Encroachment c 320 w 310 300 290 50 100 150 200 250 300 350 400 Station (ft) CORRECTED MODEL HEC-RAS Plan: CORRECTED River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Vel Total W.S. Elev Base WS Prof Delta WS (ft) (sq ft) (ft/s) (ft) (ft) (ft) MooresCreek 4.0 FW 106.61 1105.92 10.53 326.49 326.17 0.32 MooresCreek 3.9 FW 106.32 1092.62 10.66 325.36 325.06 0.30 MooresCreek 3.8 FW 105.79 1068.31 10.91 324.14 323.81 0.33 MooresCreek 3.7 FW 104.65 1016.45 11.46 322.64 321.93 0.71 MooresCreek 3.0 FW 774.00 6432.57 1.81 323.35 322.62 0.72 MooresCreek 2.0 FW 140.00 2120.14 5.75 321.91 321.04 0.86 MooresCreek 1.7 FW 129.00 1888.52 6.46 321.21 320.38 0.83 MooresCreek 1.6 FW 163.00 2089.00 5.84 321.22 320.36 0.86 MooresCreek 1.5 B R U FW 163.00 2088.98 5.84 321.22 320.36 0.86 MooresCreek 1.5 BR D FW 163.00 2085.71 5.85 321.20 320.33 0.87 MooresCreek 1.4 FW 163.00 2085.52 5.85 321.20 320.33 0.87 MooresCreek 1.3 FW 123.00 1693.93 7.20 320.10 319.51 0.59 MooresCreek 1.0 FW 110.00 1173.33 10.40 313.76 313.26 0.50 HEC-RAS Plan: CORRECTED River: MooresCreek Reach: MooresCreek Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) (fuft) (fus) (sq ft) (ft) MooresCreek 4.0 100yr 11650.00 312.16 326.17 327.82 0.004626 10.66 1291.87 186.66 0.57 MooresCreek 4.0 FW 11650.00 312.16 326.49 328.32 0.004698 10.95 1105.92 106.61 0.58 MooresCreek 4.0 10yr 4650.00 312.16 321.62 322.53 0.004118 7.67 621.67 107.50 0.51 MooresCreek 4.0 50yr 9050.00 312.16 324.73 326.17 0.0046401 9.83 1041.32 161.82 0.56 MooresCreek 4.0 500yr 20250.00 312.16 329.67 331.84 0.0045361 12.73 2041.66 241.17 0.59 MooresCreek 3.9 100yr 11650.00 311.16 325.06 326.75 0.004812 10.80 1271.04 184.73 0.58 MooresCreek 3.9 FW 11650.00 311.16 325.36 327.24 0.004881 11.08 1092.62 106.32 0.59 MooresCreek 3.9 10yr 4650.00 311.16 320.74 321.62 0.003909 7.54 634.68 109.59 0.49 MooresCreek 3.9 50yr 9050.00 311.16 323.62 325.10 0.004828 9.97 1023.12 159.85 0.57 MooresCreek 3.9 500yr 20250.00 311.16 328.61 330.81 0.004618 12.81 2026.64 240.22 0.60 MooresCreek 3.8 100yr 11650.00 310.16 323.81 325.61 0.005265 11.12 1224.97 180.40 0.61 MooresCreek 3.8 FW 11650.00 310.16 324.14 326.09 0.005241 11.32 1068.31 105.79 0.61 MooresCreek 3.8 10yr 4650.00 310.16 319.93 320.76 0.003604 7.33 655.75 112.89 0.48 MooresCreek 3.8 50yr 9050.00 310.16 322.38 323.96 0.0052631 10.27 984.80 155.61 0.60 MooresCreek 3.8 500yr 20250.00 310.16 327.48 329.75 U047901 12.97 1996.60 238.31 0.61 MooresCreek 3.7 100yr 11650.00 309.16 321.93 324.19 0.007184 12.35 1073.34 165.23 0.70 MooresCreek 3.7 FW 11650.00 309.16 322.64 324.80 0.006140 11.88 1016.45 104.65 0.65 MooresCreek 3.7 10yr 4650.00 309.16 319.21 319.97 0.003199 7.04 688.39 117.83 0.45 MooresCreek 3.7 50yr 9050.00 309.16 320.65 322.58 0.006858 11.27 876.77 143.00 0.67 MooresCreek 3.7 500yr 20250.00 309.16 326.19 328.61 0.005212 13.34 1928.84 233.95 0.63 MooresCreek 3.0 100yr 11650.00 304.96 322.62 322.70 0.000386 3.37 6728.32 982.41 0.17 MooresCreek 3.0 FW 11650.00 304.96 323.35 323.42 0.000351 3.33 6432.57 774.00 0.16 MooresCreek 3.0 10yr 4650.00 304.96 316.91 317.34 0.002943 6.28 1473.41 800.23 0.41 MooresCreek 3.0 50yr 9050.00 304.96 320.81 320.90 0.000568 3.69 4963.40 960.15 0.20 MooresCreek 3.0 500yr 20250.00 304.96 327.32 327.39 0.0002291 3.19 11480.94 1039.88 0.13 MooresCreek 2.0 100yr 12200.00 300.46 321.04 321.80 0.001250 8.03 2112.99 174.65 0.33 MooresCreek 2.0 FW 12200.00 300.46 321.91 322.62 0.001087 7.72 2120.14 140.00 0.31 MooresCreek 2.0 10yr 4840.00 300.46 314.87 315.28 0.001035 5.56 1140.39 140.76 0.28 MooresCreek 2.0 50yr 9450.00 300.46 319.22 319.84 0.001146 7.17 1803.42 164.62 0.31 MooresCreek 2.0 500yr 21300.00 300.46 325.50 326.66 0.001527 10.25 3071.60 253.54 0.38 MooresCreek 1.7 100yr 12200.00 300.26 320.38 321.30 0.001970 10.39 1962.11 170.93 0.42 MooresCreek 1.7 FW 12200.00 300.26 321.21 322.16 0.001839 10.33 1888.52 129.00 0.41 MooresCreek 1.7 10yr 4840.00 300.26 314.25 314.83 0.001819 7.73 1007.01 137.37 0.38 MooresCreek 1.7 50yr 9450.00 300.26 318.58 319.37 0.001854 9.45 1662.08 163.40 0.40 HEC-RAS Plan: CORRECTED River: MooresCreek Reach: MooresCreek (Continued) Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) Oft) (fus) (sq ft) (ft) MooresCreek 1.7 500yr 21300.00 300.26 324.71 326.04 0.002356 13.02 2826.10 236.23 0.47 MooresCreek 1.6 100yr 12200.00 300.46 32036 313.05 320.97 0.001399 6.26 1948.18 170.85 0.32 MooresCreek 1.6 FW 12200.00 300.46 321.22 313.03 321.75 0.001157 5.84 2089.00 163.00 0.29 MooresCreek 1.6 10yr 4840.00 300.46 314.21 309.22 314.57 0.001613 4.85 998.88 137.11 0.32 MooresCreek 1.6 50yr 9450.00 300.46 318.56 311.89 319.06 0.001434 5.71 1655.17 163.26 0.31 MooresCreek 1.6 500yr 21300.00 300.46 324.68 316.21 325.68 0.001523 8.03 2653.12 232.65 0.35 MooresCreek 1.5 Bridge MooresCreek 1.4 100yr 12200.00 300.46 32033 313.05 320.94 0.001410 6.28 1943.68 170.74 0.32 MooresCreek 1.4 FW 12200.00 300.46 321.20 313.03 321.73 0.001163 5.85 2085.52 163.00 0.29 MooresCreek 1.4 10yr 4840.00 300.46 314.18 309.22 314.54 0.001633 4.87 994.64 136.91 0.32 MooresCreek 1.4 50yr 9450.00 300.46 318.53 311.89 319.04 0.001446 5.72 1650.71 163.11 0.32 MooresCreek 1.4 500yr 21300.00 300.46 324.65 316.21 325.65 0.001534 8.04 2647.69 232.36 0.35 MooresCreek 1.3 100yr 12200.00 300.46 319.51 320.58 0.002416 11.14 1825.17 166.99 0.46 MooresCreek 1.3 FW 12200.00 300.46 320.10 321.27 0.002395 11.33 1693.93 123.00 0.46 MooresCreek 1.3 10yr 4840.00 300.46 313.53 314.24 0.002364 8.46 912.72 134.70 0.43 MooresCreek 1.3 50yr 9450.00 300.46 317.80 318.71 0.002277 10.13 1545.31 159.29 0.44 MooresCreek 1.3 500yr 21300.00 300.46 323.60 325.20 0.002940 14.06 2572.15 219.69 0.52 MooresCreek 1.0 100yr 12200.00 292.96 313.26 309.13 314.90 0.004648 10.68 1401.33 217.47 0.53 MooresCreek 1.0 FW 12200.00 292.96 313.76 309.11 315.60 0.004666 10.97 1173.33 110.00 0.53 MooresCreek 1.0 10yr 4840.00 292.96 308.26 303.78 309.14 0.003790 7.51 644.46 75.49 0.45 MooresCreek 1.0 50yr 9450.00 292.96 311.76 30742 313.23 0.004628 9.88 1088.16 197.84 0.52 MooresCreek 1.0 500yr 21300.00 292.96 318:26 314.13 319.83 0.003294 11.20 2558.13 245.26 0.47 M 0 m w 19 C 0 CD LU MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 FEMA Section D 1'07 kl)45+07 350 Legend WS 500yr 345 WS FW WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Ste Encroachment c 330 m w 31 310 200 300 400 500 600 700 800 Station (ft) MooresCreek Plan: CORRECTED- NA IVD 8II8 9/4/2019 1.07 J .0451,kO � 200 300 400 500 600 700 800 Station (ft) Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Sta Encroachment 0 0 m LU 1 MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 14.07 J.045+0� 350 Legend WS 500yr 345 WS FW WS 100yr WS 50yr 340 WS 10yr Ground • 335 Bank Ste Encroachment 200 300 400 500 600 700 800 Station (ft) MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 200 300 400 500 600 700 800 Station (ft) Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Sta Encroachment M 0 m Lu MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 FEMA Section C �.07). . �.07� 0 4 Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Ste Encroachment V- c 0 .@ m ul 31 200 400 600 800 1000 1200 1400 1600 Station (ft) MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 �—.07--� . 1.073� 4 Legend 5 WS 500yr WS FW WS 100yr 340 WS 50yr WS 10yr Ground • Bank Sta 330 Encroachment c 0 � 0 > aD LU > (D LU 450 500 550 600 650 700 750 800 Station (ft) 2 MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 FEMA Section B M Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Bank Ste Encroachment 250 300 350 400 450 500 550 600 650 ooresCreek Station (ft) Plan: CORRECTED- NAVD 88 9/4/2019 Copy of Ste 1.4 .07 �� .045 )IL .07 Legend WS 500yr WS FW WS 100yr �� WS 50yr WS 10yr Ground A Ineff Ba *k Ste Encroachment 450 500 550 600 650 700 750 800 Station (ft) M 0 (D Lu Moores Plan: CORRECTED- NAVD 88 9/4/2019 Moores Creek Lane .07 + .045 .07 Legend WS 500yr WS FW WS 100yr WS 50yr WS 10yr Ground • Ineff • Bank Sta x 0 Encroachment m ul 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 .07 +— .045 .07 Legend WS 500yr WS FW WS 100yr 340 WS 50yr WS 10yr Ground • Ineff 330 • Bank Sta 0 0 Encroachment \� a(D LU m w 31 450 500 550 600 650 700 750 800 Station (ft) 3 Moores Plan: CORRECTED- NAVD 88 9/4/2019 Moores Creek Lane .07+--.045 .07 Legend WS 500yr WS FW WS 100yr WS 50yr W� Ground A Ineff • Bank Sta Encroachment 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 reach length corrected based on Moores CK Lane crossing 350 �.07—� 0 I.07 4 Legend 5 WS 500yr WS FW WS 100yr 340 WS 50yr WS 10yr Ground • Bank Sta 330 Encroachment 450 500 550 600 650 700 750 800 Station (ft) MooresCreek Plan: CORRECTED- NAVD 88 9/4/2019 FEMA Section A �— .045 >It .07 350 0 7 Legend WS 500yr WS FW 340 WS 100yr WS 50yr WS 10yr Ground 330 • Bank Ste Encroachment c 320 w 310 300 290 50 100 150 200 250 300 350 400 Station (ft) EXISTING MODEL HEC-RAS Plan: EXISTING Floodway River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Vel Total W.S. Elev Base WS Prof Delta WS (ft) (sq ft) (ft/s) (ft) (ft) (ft) MooresCreek 2640.37 FW 91.00 1041.27 11.72 318.47 318.21 0.26 MooresCreek 2290.53 FW 213.00 1972.41 6.19 318.63 318.34 0.29 MooresCreek 1789.04 FW 95.00 1048.28 11.64 315.57 315.45 0.12 MooresCreek 1669.52 FW 90.00 1053.75 11.58 315.11 314.98 0.12 MooresCreek 1620.63 FW 97.00 1092.75 11.16 314.86 314.71 0.14 MooresCreek 1570.82 FW 104.00 1193.99 10.22 314.94 314.87 0.07 MooresCreek 1491.63 FW 115.50 1268.67 9.62 314.65 314.65 0.00 HEC-RAS Plan: EXISTING Multiple River: MooresCreek Reach: MooresCreek Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) Oft) (fus) (sq ft) (ft) MooresCreek 2640.37 10yr 4840.00 301.77 313.02 314.29 0.004097 9.13 561.85 78.93 0.52 MooresCreek 2640.37 50yr 9450.00 301.77 316.71 318.89 0.004792 12.25 881.75 92.61 0.59 MooresCreek 2640.37 100yr 12200.00 301.77 318.21 320.97 0.005354 13.89 1025.09 98.30 0.63 MooresCreek 2640.37 500yr 21300.00 301.77 321.55 320.05 326.40 0.007490 18.81 1390.67 123.36 0.78 MooresCreek 2290.53 10yr 4840.00 300.58 312.24 313.06 0.002483 7.47 760.51 129.83 0.41 MooresCreek 2290.53 50yr 9450.00 300.58 316.49 317.46 0.002124 8.71 1524.82 216.50 0.40 MooresCreek 2290.53 100yr 12200.00 300.58 318.34 319.36 0.002024 9.22 1944.56 235.02 0.40 MooresCreek 2290.53 500yr 21300.00 300.58 322.91 324.11 0.001937 10.63 3090.14 263.57 0.41 MooresCreek 1789.04 10yr 4840.00 299.24 310.56 306.54 311.58 0.003482 8.10 601.04 70.00 0.47 MooresCreek 1789.04 50yr 9450.00 299.24 313.95 310.02 315.87 0.004473 11.28 930.07 150.79 0.56 MooresCreek 1789.04 100yr 12200.00 299.24 315.45 311.95 317.75 0.004763 12.54 1171.52 202.91 0.59 MooresCreek 1789.04 500yr 21300.00 299.24 321.05 317.69 322.88 0.002993 12.40 2620.89 281.78 0.49 MooresCreek 1669.52 10yr 4840.00 29992 310.12 311.13 0.003994 8.05 612.41 86.87 0.50 MooresCreek 1669.52 50yr 9450.00 299.92 313.56 315.28 0.004448 10.68 958.67 112.23 0.56 MooresCreek 1669.52 100yr 12200.00 299.92 314.98 317.13 0.004844 12.04 1122.97 118.26 0.59 MooresCreek 1669.52 500yr 21300.00 299.92 31895 322.26 0.005449 15.27 1625.40 144.34 0.66 MooresCreek 1620.63 10yr 4840.00 299.88 309.83 310.92 0.004180 8.45 605.68 94.28 0.51 MooresCreek 1620.63 50yr 9450.00 299.88 313.29 315.05 0.004534 11.04 980.55 119.19 0.56 MooresCreek 1620.63 100yr 12200.00 299.88 314.71 316.89 0.004906 12.39 1154.80 124.41 0.60 MooresCreek 1620.63 500yr 21300.00 299.88 319.25 321.79 0.004266 14.04 1901.59 221.35 0.59 MooresCreek 1570.82 10yr 4840.00 299.84 309.76 310.67 0.003739 7.68 659.05 108.95 0.48 MooresCreek 1570.82 50yr 9450.00 299.84 31336 314.73 0.003601 9.68 1113.10 137.48 0.50 MooresCreek 1570.82 100yr 12200.00 299.84 314.87 316.52 0.003764 10.75 1324.09 142.69 0.53 MooresCreek 1570.82 500yr 21300.00 299.84 319.71 321.36 0.002722 11.29 2291.71 256.07 0.47 MooresCreek 1491.63 10yr 4840.00 299.78 309.45 306.05 310.39 0.003296 7.92 686.31 120.36 0.47 MooresCreek 1491.63 50yr 9450.00 299.78 313.11 309.56 314.45 0.003269 9.91 1197.08 161.76 0.49 MooresCreek 1491.63 100yr 12200.00 299.78 314.65 311.08 316.21 0.003380 10.88 1470.01 194.13 0.51 MooresCreek 1491.63 500yr 21300.00 299.78 319.42 314.96 321.13 0.002840 12.10 2564.52 242.53 0.49 0 0 W c 0 cc 0 W MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section 360- .05 ----+.07+.045+- .07 Legend WS 500 r 0 100 200 300 400 500 Station (ft) MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section ^^^ .07 .045.07� 0 100 200 300 400 500 Station (ft) y WS 100yr WS 50yr WS 10yr 0 ■ — Ground > • °' Bank Sta W Legend WS 500yr WS 100yr WS 50yr WS 10yr 0 ■ — Ground > A o Ineff W • Bank Sta MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section 350 .07 �� .045 .07 Legend WS 500yr WS 100yr • WS 50yr WS 10yr ■ Ground • Bank Sta 0 100 200 300 400 Station (ft) MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section .07)��4.016� _ �.045-+--.074 0 100 200 300 400 500 Station (ft) Legend x WS 500yr WS 100yr WS 50yr WS 10yr ■ Ground • Bank Sta MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section New Section 07� .016 .045 .07 .07 �� .016 �0 .045 � .07 350- - O 7 Legend 340- 7 Legend 340 WS 500yr WS 500yr v 330 - WS 100yr WS 100yr 330 WS 50yr WS 50yr 320 o WS 10yr o WS 10yr 320 ■ ■ > Ground > Ground °' w 310 • Bank Sta T w 310 • Bank Sta 300 300 1 . 290 290 4700 4800 4900 5000 5100 5200 4700 4800 4900 5000 5100 5200 Station (ft) Station (ft) MooresCreek Plan: EXISTING - Multiple Profiles 1/23/2020 New Section .016 r .07 .045 .07 340 Legend WS 500yr 330 � WS 100yr WS 50yr 320 oilk WS 10yr — > ■ Ground w 310 • Bank Sta 300 290 0 100 200 300 400 500 Station (ft) 2 PROPOSED MODEL HEC-RAS Plan: Proposed FW River: MooresCreek Reach: MooresCreek Profile: FW Reach River Sta Profile Top Wdth Act Area Vel Total W.S. Elev Base WS Prof Delta WS (ft) (sq ft) (ft/s) (ft) (ft) (ft) MooresCreek 2640.37 FW 91.00 1055.25 11.56 318.62 318.23 0.39 MooresCreek 2290.53 FW 213.00 2009.82 6.07 318.81 318.37 0.44 MooresCreek 1789.04 FW 95.00 1086.78 11.23 315.98 315.55 0.43 MooresCreek 1669.52 FW 90.00 1097.40 11.12 315.59 315.11 0.48 MooresCreek 1620.63 FW 97.00 1143.80 10.67 315.38 314.82 0.56 MooresCreek 1601.10 BR U FW 97.00 1149.82 10.61 315.45 314.83 0.61 MooresCreek 1601.10 BR D FW 104.00 1211.02 10.07 315.10 315.05 0.05 MooresCreek 1570.82 FW 104.00 1195.42 10.21 314.95 314.91 0.04 MooresCreek 1491.63 FW 115.50 1268.67 9.62 314.65 314.65 0.00 HEC-RAS Plan: PR Multiple River: MooresCreek Reach: MooresCreek Reach River Sta Profile Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl (cfs) (ft) (ft) (ft) (ft) Oft) (fus) (sq ft) (ft) MooresCreek 2640.37 10yr 4840.00 301.77 313.09 314.34 0.003989 9.06 567.65 79.49 0.51 MooresCreek 2640.37 50yr 9450.00 301.77 316.87 318.99 0.004581 12.07 896.06 91.00 0.58 MooresCreek 2640.37 100yr 12200.00 301.77 318.23 320.98 0.005324 13.87 1027.26 98.38 0.63 MooresCreek 2640.37 500yr 21300.00 301.77 321.40 320.05 326.36 0.007742 19.02 1371.88 122.34 0.79 MooresCreek 2290.53 10yr 4840.00 300.58 312.36 313.15 0.002375 7.36 775.62 131.04 0.40 MooresCreek 2290.53 50yr 9450.00 300.58 316.70 317.61 0.001993 8.52 1562.06 209.50 0.39 MooresCreek 2290.53 100yr 12200.00 300.58 318.37 319.38 0.002009 9.19 1950.76 235.22 0.40 MooresCreek 2290.53 500yr 21300.00 300.58 322.79 324.02 0.001992 10.74 3056.90 262.97 0.42 MooresCreek 1789.04 10yr 4840.00 299.24 310.78 306.54 311.75 0.003211 7.91 617.21 71.86 0.45 MooresCreek 1789.04 50yr 9450.00 299.24 314.32 310.03 316.15 0.004072 10.98 929.31 95.00 0.53 MooresCreek 1789.04 100yr 12200.00 299.24 315.55 311.95 317.80 0.004630 12.42 1188.07 205.65 0.58 MooresCreek 1789.04 500yr 21300.00 299.24 320.77 317.69 322.71 0.003214 12.73 2541.71 280.87 0.51 MooresCreek 1669.52 10yr 4840.00 29992 310.41 311.34 0.003584 7.77 637.37 89.26 0.47 MooresCreek 1669.52 50yr 9450.00 299.92 313.95 315.61 0.004072 10.45 949.76 90.00 0.53 MooresCreek 1669.52 100yr 12200.00 299.92 315.11 317.19 0.004656 11.88 1137.83 118.72 0.58 MooresCreek 1669.52 500yr 21300.00 299.92 319.62 322.21 0.004210 13.78 1844.24 216.13 0.58 MooresCreek 1620.63 10yr 4840.00 299.88 310.14 306.66 311.14 0.003693 8.12 635.50 97.40 0.48 MooresCreek 1620.63 50yr 9450.00 299.88 313.72 310.22 315.40 0.004083 10.73 982.56 97.00 0.54 MooresCreek 1620.63 100yr 12200.00 299.88 314.82 311.83 316.95 0.004755 12.26 1168.93 129.60 0.59 MooresCreek 1620.63 500yr 21300.00 299.88 319.69 316.85 321.77 0.003424 12.79 2062.65 222.15 0.53 MooresCreek 1601.10 Bridge MooresCreek 1570.82 10yr 4840.00 299.84 309.77 306.45 310.67 0.003721 7.66 660.10 109.05 0.48 MooresCreek 1570.82 50yr 9450.00 299.84 313.34 309.59 314.94 0.004035 10.24 959.75 90.00 0.53 MooresCreek 1570.82 100yr 12200.00 299.84 314.91 311.25 316.52 0.003685 10.66 1329.75 180.91 0.52 MooresCreek 1570.82 500yr 21300.00 299.84 319.55 314.97 321.37 0.003088 11.95 2349.64 235.09 0.50 MooresCreek 1491.63 10yr 4840.00 299.78 309.45 306.05 310.39 0.003296 7.92 686.31 120.36 0.47 MooresCreek 1491.63 50yr 9450.00 299.78 313.11 309.55 314.58 0.003484 10.23 1090.80 115.50 0.51 MooresCreek 1491.63 100yr 12200.00 299.78 314.65 311.08 316.23 0.003401 10.91 1444.67 167.53 0.51 MooresCreek 1491.63 500yr 21300.00 299.78 319.42 314.78 321.05 0.002682 11.76 2425.85 242.39 0.48 0 w c 0 cc w MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section 360- .05 ----- --07+.045 .07 Legend WS 500 r y WS 100yr WS 50yr WS 10yr 0 - ■ Ground > • °' Bank Sta W Encroachment 0 100 200 300 400 500 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section 0 100 200 300 400 500 Station (ft) Legend WS 500yr WS 100yr WS 50yr WS 10yr 0 ■ - Ground > • Ineff W • Bank Sta Encroachment MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section Legend WS 500yr WS 100yr WS 50yr WS 10yr ■ Ground Bank Sta Encroachment 0 100 200 300 400 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section 0 100 200 300 400 500 Station (ft) Legend WS 500yr WS 100yr WS 50yr WS 10yr ■ Ground • Bank Sta Encroachment 32 w 31 c 0 cc w MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section +-.013--+016d �.045� .07 Legena 34 33 c x WS 500yr WS 100yr WS 50yr WS 10yr ° 32 > ■ Ground • °' W 31 Ineff • Bank Sta 30 Encroachment 4700 4800 4900 5000 5100 5200 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 Proposed Pedestrian Bridge Legend WS 500yr WS 100yr WS 50yr WS 10yr o ■ — Ground > Ineff W • Bank Sta Encroachment 4700 4800 4900 5000 5100 5200 Station (ft) 2 MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 Proposed Pedestrian Bridge i,�—.013--+.016�nn�.03—+.04n .07� Legena e WS 500yr WS 100yr ■ Ground Ineff • Bank Sta Encroachment 4700 4800 4900 5000 5100 5200 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section Legend WS 500yr WS 100yr ■ Ground • Ineff • Bank Sta Encroachment 4700 4800 4900 5000 5100 5200 Station (ft) MooresCreek Plan: PROPOSED - Multiple Profiles 1/22/2020 New Section 340 < .016 �.013� 0 � .045 =} = .07 Legend 7 WS 500yr 330 � WS 100yr WS 50yr 320 o WS 10yr ■ > Ground °' 310 • w Bank Sta Encroachment 300 290 . 0 100 200 300 400 500 Station (ft) APPENDIX 5 Endangered Species Act Compliance #000is • TIMMONS GROUP YOUR VISION ACHIEVED THROUGH OURS. June 27, 2019 RE: Woolen Mills Redevelopment Project Dear Sheila Reeves: 1001 Boulders Parkway P 804.200.6500 Suite 300 F 804.560.1016 Richmond, VA 23225 www.timmons.com Timmons Group has completed a preliminary desktop evaluation to identify known and potential species occurrences and habitat of state and federally threatened and endangered (T&E) species at the Woolen Mills Development Project site. This evaluation included database queries utilizing: • U.S. Fish and Wildlife Service (USFWS) Information for Planning and Conservation search (IPaC) • USFWS Bald Eagle Concentration Areas mapping tool • The Virginia Department of Game and Inland Fisheries (VDGIF) Virginia Fish and Wildlife Information Services (VaFWIS) • VDGIF Wildlife Environmental Review Map Service (WERMS) ArcGIS mapping tool • VDGIF Northern Long-eared Bat, Little Brown Bat, and Tricolored Bat Location and Roost Trees mapping tools • The Center for Conservation Biology (CCB) Eagles Nest Locator. Regarding the Conditional Letter of Map Revision (CLOMR) application and the possibility of impacts on protected species, it is the opinion of Timmons Group Environmental Consulting that the proposed floodplain revision has no potential for take of any threatened, endangered, proposed and candidate species identified in U.S. Fish and Wildlife Service IPaC Resource List dated June 27,2019. Please feel free to contact me with any questions you may have at (804) 200-6439 or brian.breissinger(a�timmons.com. Sincerely, Brian Breissinger, Environmental Services Manager Timmons Group CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES United States Department of the Interior" f969ii14'IISild.P£ AW J FISH AND WILDLIFE SERVICE x Virginia Ecological Services Field Office cri' i� 6669 Short Lane _ Gloucester, VA23061-4410 Phone: (804) 693-6694 Fax: (804) 693-9032 htip://www.fws.,gov/northeast/virginiafield/ IPaC Record Locator: 540-17227741 June 27, 2019 Subject: Consistency letter for the 'Woolen Mills Redevelopment' project indicating that any take of the northern long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50 CFR § 17.40(o). Dear Timmons Group: The U.S. Fish and Wildlife Service (Service) received on June 27, 2019 your effects determination for the 'Woolen Mills Redevelopment' (the Action) using the northern long-eared bat (Myotis septentrionalis) key within the Information for Planning and Consultation (IPaQ system. You indicated that no Federal agencies are involved in funding or authorizing this Action. This IPaC key assists users in determining whether a non -Federal action may cause "take"M of the northern long-eared bat that is prohibited under the Endangered Species Act of 1973 (ESA) (87 Stat.884, as amended; 16 U.S.C. 1531 et seq.). Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50 CFR § 17.40(o). Unless the Service advises you within 30 days of the date of this letter that your IPaC-assisted determination was incorrect, this letter verifies that the Action is not likely to result in unauthorized take of the northern long-eared bat. Please report to our office any changes to the information about the Action that you entered into INC, the results of any bat surveys conducted in the Action area, and any dead, injured, or sick northern long-eared bats that are found during Action implementation. If your Action proceeds as described and no additional information about the Action's effects on species protected under the ESA becomes available, no further coordination with the Service is required with respect to the northern long-eared bat. The IPaC-assisted determination for the northern long-eared bat does not apply to the following ESA -protected species that also may occur in your Action area: James Spinymussel, Pleurobema collina (Endangered) 06/27/2019 IPaC Record Locator: 540-17227741 2 You may coordinate with our Office to determine whether the Action may cause prohibited take of the animal species listed above. [ 1 fake means to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, or collect, or to attempt to engage in any such conduct [ESA Section 3(19)]. 06/27/2019 IPaC Record Locator: 540-17227741 Action Description You provided to IPaC the following name and description for the subject Action. 1. Name Woolen Mills Redevelopment 2. Description The following description was provided for the project'Woolen Mills Redevelopment': Redevelopment of existing warehouse commercial space. Approximate location of the project can be viewed in Google Maps: hgps://www.google.com/ maps/place/38.019308482746894N78.45657592158065W l3r Determination Key Result �y ti +J 447:[ _.�ta�dPM This non -Federal Action may affect the northern long-eared bat; however, any take of this species that may occur incidental to this Action is not prohibited under the final 4(d) rule at 50 CFR § 17.40(o). Determination Key Description: Northern Long-eared Bat 4(d) Rule This key was last updated in IPaC on May 15, 2017. Keys are subject to periodic revision. This key is intended for actions that may affect the threatened northern long-eared bat. The purpose of the key for non -Federal actions is to assist determinations as to whether proposed actions are excepted from take prohibitions under the northern long-eared bat 4(d) rule. 06/27/2019 IPaC Record Locator: 540-17227741 4 If a non -Federal action may cause prohibited take of northern long-eared bats or other ESA -listed animal species, we recommend that you coordinate with the Service. 06/27/2019 IPaC Record Locator: 540-17227741 Determination Key Result Based upon your IPaC submission, any take of the northern long-eared bat that may occur as a result of the Action is not prohibited under the ESA Section 4(d) rule adopted for this species at 50 CFR § 17.40(o). Qualification Interview 1. Is the action authorized, funded, or being carried out by a Federal agency? No 2. Will your activity purposefully Take northern long-eared bats? No 3. Is the project action area located wholly outside the White -nose Syndrome Zone? Automatically answered No 4. Have you contacted the appropriate agency to determine if your project is near a known hibernaculum or maternity roost tree? Location information for northern long-eared bat hibernacula is generally kept in state Natural Heritage Inventory databases — the availability of this data varies state -by -state. Many states provide online access to their data, either directly by providing maps or by providing the opportunity to make a data request. In some cases, to protect those resources, access to the information may be limited. A web page with links to state Natural Heritage Inventory databases is available at www.fws.gov/midwest/endangered/mammals/nleb/ nhisites.html. Yes 5. Will the action affect a cave or mine where northern long-eared bats are known to hibernate (i.e., hibernaculum) or could it alter the entrance or the environment (physical or other alteration) of a hibernaculum? No 6. Will the action involve Tree Removal? Yes 7. Will the action only remove hazardous trees for the protection of human life or property? No 06/27/2019 IPaC Record Locator: 540-17227741 6 Will the action remove trees within 0.25 miles of a known northern long-eared bat hibernaculum at any time of year? No 9. Will the action remove a known occupied northern long-eared bat maternity roost tree or any trees within 150 feet of a known occupied maternity roost tree from June 1 through July 31? No 06/27/2019 IPaC Record Locator: 540-17227741 7 Project Questionnaire If the project includes forest conversion, report the appropriate acreages below. Otherwise, type `0' in questions 1-3. 1. Estimated total acres of forest conversion: 15 2. If known, estimated acres of forest conversion from April 1 to October 31 15 3. If known, estimated acres of forest conversion from June 1 to July 31 15 If the project includes timber harvest, report the appropriate acreages below. Otherwise, type Win questions 4-6. 4. Estimated total acres of timber harvest 15 5. If known, estimated acres of timber harvest from April 1 to October 31 15 6. If known, estimated acres of timber harvest from June 1 to July 31 15 If the project includes prescribed fire, report the appropriate acreages below. Otherwise, type Win questions 7-9. 7. Estimated total acres of prescribed fire 0 8. If known, estimated acres of prescribed fire from April 1 to October 31 0 9. If known, estimated acres of prescribed fire from June 1 to July 31 0 If the project includes new wind turbines, report the megawatts of wind capacity below. Otherwise, type `0' in question 10. 06/27/2019 IPaC Record Locator: 540-17227741 10. What is the estimated wind capacity (in megawatts) of the new turbine(s)? United States Department of the Interior" f969ii14'IISild.P£ AW J FISH AND WILDLIFE SERVICE x Virginia Ecological Services Field Office cri' i� 6669 Short Lane _ Gloucester, VA23061-4410 Phone: (804) 693-6694 Fax: (804) 693-9032 htip://www.fws.,gov/northeast/virginiafield/ In Reply Refer To: Consultation Code: 05E2VA00-2019-SLI-4927 Event Code: 05E2VA00-2019-E-11902 Project Name: Woolen Mills Redevelopment June 27, 2019 Subject: List of threatened and endangered species that may occur in your proposed project location, and/or may be affected by your proposed project To Whom It May Concern: The enclosed species list identifies threatened, endangered, proposed and candidate species, as well as proposed and final designated critical habitat, that may occur within the boundary of your proposed project and/or may be affected by your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended (16 U.S.C. 1531 et seq.). Any activity proposed on National Wildlife Refuge lands must undergo a'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. New information based on updated surveys, changes in the abundance and distribution of species, changed habitat conditions, or other factors could change this list. Please feel free to contact us if you need more current information or assistance regarding the potential impacts to federally proposed, listed, and candidate species and federally designated and proposed critical habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act, the accuracy of this species list should be verified after 90 days. This verification can be completed formally or informally as desired. The Service recommends that verification be completed by visiting the ECOS-IPaC website at regular intervals during project planning and implementation for updates to species lists and information. An updated list may be requested through the ECOS-IPaC system by completing the same process used to receive the enclosed list. The purpose of the Act is to provide a means whereby threatened and endangered species and the ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the Act and its implementing regulations (50 CFR 402 et seq. ), Federal agencies are required to utilize their authorities to carry out programs for the conservation of threatened and endangered 06/27/2019 Event Code: 05E2VA00-2019-E-11902 2 species and to determine whether projects may affect threatened and endangered species and/or designated critical habitat. A Biological Assessment is required for construction projects (or other undertakings having similar physical impacts) that are major Federal actions significantly affecting the quality of the human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2) (c)). For projects other than major construction activities, the Service suggests that a biological evaluation similar to a Biological Assessment be prepared to determine whether the project may affect listed or proposed species and/or designated or proposed critical habitat. Recommended contents of a Biological Assessment are described at 50 CFR 402.12. If a Federal agency determines, based on the Biological Assessment or biological evaluation, that listed species and/or designated critical habitat may be affected by the proposed project, the agency is required to consult with the Service pursuant to 50 CFR 402. In addition, the Service recommends that candidate species, proposed species and proposed critical habitat be addressed within the consultation. More information on the regulations and procedures for section 7 consultation, including the role of permit or license applicants, can be found in the "Endangered Species Consultation Handbook" at: http://www.fvvs.gov/endangered/esa-library/Pdf/TOC-GLOS.PDF Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require development of an eagle conservation plan (http://www.fws.gov/windenergy/ eagle_guidance.html). Additionally, wind energy projects should follow the wind energy guidelines (http://www.fws.gov/windenergyo for minimizing impacts to migratory birds and bats. Guidance for minimizing impacts to migratory birds for projects including communications towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http:// www.fvvs.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http:// www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/ comtow.html. We appreciate your concern for threatened and endangered species. The Service encourages Federal agencies to include conservation of threatened and endangered species into their project planning to further the purposes of the Act. Please include the Consultation Tracking Number in the header of this letter with any request for consultation or correspondence about your project that you submit to our office. Attachment(s): • Official Species List • USFWS National Wildlife Refuges and Fish Hatcheries 06/27/2019 Event Code: 05E2VA00-2019-E-11902 Official Species List This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the requirement for Federal agencies to "request of the Secretary of the Interior information whether any species which is listed or proposed to be listed may be present in the area of a proposed action". This species list is provided by: Virginia Ecological Services Field Office 6669 Short Lane Gloucester, VA 23061-4410 (804)693-6694 06/27/2019 Event Code: 05E2VA00-2019-E-11902 2 Project Summary Consultation Code: 05E2VA00-2019-SLI-4927 Event Code: 05E2VA00-2019-E-11902 Project Name: Woolen Mills Redevelopment Project Type: DEVELOPMENT Project Description: Redevelopment of existing warehouse commercial space. Project Location: Approximate location of the project can be viewed in Google Maps: hgps: www.2oogle.com/maps/place/38.019308482746894N78.45657592158065W t,e Counties: Albemarle, VA 06/27/2019 Event Code: 05E2VA00-2019-E-11902 Endangered Species Act Species There is a total of 2 threatened, endangered, or candidate species on this species list. Species on this list should be considered in an effects analysis for your project and could include species that exist in another geographic area. For example, certain fish may appear on the species list because a project could affect downstream species. IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA Fisheries I, as USFWS does not have the authority to speak on behalf of NOAA and the Department of Commerce. See the "Critical habitats" section below for those critical habitats that lie wholly or partially within your project area under this office's jurisdiction. Please contact the designated FWS office if you have questions. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office of the National Oceanic and Atmospheric Administration within the Department of Commerce. Mammals NAME Northern Long-eared Bat Myotis septentrionalis No critical habitat has been designated for this species. Species profile: https://ecos.fws.gov/ecp/species/9045 Clams NAME STATUS Threatened STATUS James Spinymussel Pleurobema collina Endangered No critical habitat has been designated for this species. Species profile: https:Hecos.fws.aov/ecp/species/2212 Critical habitats THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S JURISDICTION. 06/27/2019 Event Code: 05E2VA00-2019-E-11902 USFWS National Wildlife Refuge Lands And Fish Hatcheries Any activity proposed on lands managed by the National Wildlife Refuge system must undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the individual Refuges to discuss any questions or concerns. THERE ARE NO REFUGE LANDS OR FISH HATCHERIES WITHIN YOUR PROJECT AREA. ArcGIS Web Map fh mae 0 C ayton Q Cincinnau 9 Frankfort Loussille 0 Lexington �;.EIrTfl _ �_•. eji I.I�twg 1.4:11 a C oll ll ona �Ft1 c.00 _lre_• H arn5hurg0 xtW�N' 0 WEST Approximate Site Location 111410mill VIRGINIA Harm+ nbMg Charleston `" x r._ ._{ : r. ° s• OStaunton J O Allenlo,.n 4 Ed Reading ca - a T -_ Philadelphian Baltimore Dover .Annapolis fs 1 ° Washington Ltin'-ttow,g Richmond Roanak e o DxeM Ebme t] Han Fomsr Lla kshrr� Redbird F O -Egi-A t Johnson r_it. VAnston- - GreensboFo Kno:rc ille � _"� Salem g Durham Rocky f;kirril P d E D M U !'+1' T Raleigh 6/27/2019, 12:27:35 PM 0 Tri-colored and Little Brown Hibernaculum Half Mile Buffer Tri-colored and Little Brown Hibernaculum 5.5 Mile Buffer Norf elf Reach 1:4,622,324 0 30 60 120 mi 0 50 100 200 km Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community Dept. Game and Inland Fisheries Esri, HERE, Garmin, FAO, NOAA, USGS, EPA, NPS NLEB Locations and Roost Trees trrrri, Kokomo �4 0 Muncie Q Indianapolis )IANA 03yton Q C1ne�nnotr 0 D IF wr�kt++tr tvu,"w°iilr Lexington 0 KI- W 1 LI(_ K1 I il� 1,1 ,i� li� l�a � al• .t�- �Il �lor �w�n AN oono 0 fill I vli•Ily � IT 14 N S r L', A W I ,A Reading rr�l'uf� o 6lumbus '� � Philadelphia 011 1 u 1 w I,j 17 $ ti Rw�llldn�r �� I N�`Ih l �.Pdl, sy Dove( Approximate Site Location Agnapc*& ID wartlM Washington k 11,7111 •Iil ttl+:r F'-L(tiF �I:V n � O r4,tw4, `1.�lll ilr�li L,li I I utijI I Ivrli rAwJ Dar+Ihl 9aonr t,f+, ERLAN'0 PLATFA a ca 3c,ul l➢ N 1 � �r e �ad' Ord RodA 0 G+r+rN �nan� �'rrgrr�l3 M:a brO4 O O �i�l I�F1 �. •I C'�IMFI'�21tbu ,III d�,rdt�rl�t ily Ft,ra1 €ig4h .ri• nt �^lall�.,ni NmbanQ1 l ck.r r,U tlrl L1r..u11• I.:,I�. F':0-11 ~� 6/27/2019, 12:24:43 PM NLEB Known Occupied Maternity Roost (Summer Habitat) 0 NLEB Hibernaculum 5.5 Mile Buffer NLEB Hibernaculum Half Mile Buffer 1:4,622,324 0 30 60 120 mi 0 50 100 200 km Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri Japan, METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS User Community VA Dept. Game & Inland Fisheries Esri, HERE, Garmin, FAO, NOAA, USGS, EPA, NPS 6/27/2019 VaFWIS Map Ireatened and Idangered Waters f� dlt`r ►ere Floater, green $0081) observed back Refresh Browser Page Map Pan r1 map In Zoom Outs Screen Small Size ' C111!111111111 38.01976-78.45460 Click scale is the Search Point', Show Position Rings ---- ;Y O Yes • No 1/2 mile and 1/8 mile at the iearchPoint�f�`. Show Search Area U*Yes' -- No 2 Search distance mile, Display earch Point is t center hot at man center BW Aerial Photography v dap Overlay Choices ,urrent List: Search, Rap Overlay Legend T & ET E Waters Fa ad ral State 2 mile radius Search Area N Sao 0 500 ioso ism 2000 Matters 1 :aaa o mau eaoa w ee woo R t Point of Search 38.01976-78.45460 Map Location 38.01945-78.45602 Select Coordinate System: G Degrees,Minutes,Seconds Latitude - Longitude U Decimal Degrees Latitude - Longitude U Meters UTM NAD83 East North Zone O Meters UTM NAD27 East North Zone Base Map source: Black & White USGS Aerial Photography (see Microsoft terraserver-usa.com for details) Map projection is UTM Zone 17 NAD 1983 with left 719313 and top 4215028. Pixel size is 8 meters. Coordinates displayed are decimal Degrees North and West. Map is currently displayed as 1000 columns by 1000 rows for a total of 1000000 pixies. The map display represents 8000 meters east to west by 8000 meters north to south for a total of 64.0 square kilometers. The map display represents 26251 feet east to west by 26251 feet north to south for a total of 24.7 square miles. https:Hvafwis.dgif.virginia.gov/maps/zMapFormJava.asp?autoscale=14&coord=LL&display_only=1 &dist=3218&dp=&gap=&In=timmons&opoi=&overlay... 1 /2 6/27/2019 VaFWIS Map Topographic maps and Black and white aerial photography for year 1990+- are from the United States Department of the Interior, United States Geological Survey. Color aerial photography aquired 2002 is from Virginia Base Mapping Program, Virginia Geographic Information Network. Shaded topographic maps are from TOPO! CC2006 National Geographic http://www.national.geographic.com/topo All other map products are from the Commonwealth of Virginia Department of Game and Inland Fisheries. map assembled 2019-06-27 12:16:34 (ga/gc March 21, 2016 12:20 - tn=981285.1 dist=3218 I $poi=38.0197600-78.4546099 our Commonwealth of Virginia Department of Game and Inland https:Hvafwis.dgif.virginia.gov/maps/zMapFormJava.asp?autoscale=14&coord=LL&display_only=1 &dist=3218&dp=&gap=&In=timmons&opoi=&overlay... 2/2 6/27/2019 VAFWIS Seach Report yWniyy ON"I Virginia Department of Game and Inland Fisheries it- AA 6/27/2019 12:15:51 PM Fish and Wildlife Information Service VaFWIS Search Report Compiled on 6/27/2019, 12:15:51 PM Help Known or likely to occur within a 2 mile buffer around polygon; center 38.0197600 -78.4546099 in 003 Albemarle County, 540 Charlottesville City, VA where (060081) Floater, -green observed. View Map of Site Location Threatened and Endangered Waters where Floater, green (060081) observed ( 6 Reaches) View Map of All Threatened and Endangered Waters T&E Waters Species Stream Name Highest BOVA Code, Status, Tier", View p TE Common & Scientific Name Rivanna River ST Floater green subviridis subviridis ST IIa Floater, green Floater, green subviridis ST IIa Lasmigona subviridis ST IIa Floater, green *FE=Federal Endangered; FT=Federal Threatened; SE=State Endangered; ST=State Threatened; FP=Federal Proposed; FC=Federal Candidate; CC=Collection Concern **I=VA Wildlife Action Plan - Tier I - Critical Conservation Need; II=VA Wildlife Action Plan - Tier H - Very High Conservation Need; III=VA Wildlife Action Plan - Tier III - High Conservation Need; IV=VA Wildlife Action Plan - Tier IV - Moderate Conservation Need Virginia Widlife Action Plan Conservation Opportunity Ranking: a - On the ground management strategies/actions exist and can be feasibly implemented.; b - On the ground actions or research needs have been identified but cannot feasibly be implemented at this time.; c - No on the ground actions or research needs have been identified or all identified conservation opportunities have been exhausted. Habitat Predicted for Aquatic WAP Tier I & II Species where Floater, green (060081) observed ( 2 Reaches ) https://vafwis.dgif.virginia.gov/fwis/NewPages/VaFW IS_report_search.asp?pf=1 &Title=VaFW IS+Report+Search&commonName=Floater,+green &com... 1 /2 6/27/2019 VAFWIS Seach Report View Map Combined Reaches from Below of Habitat Predicted for WAP Tier I & II Aquatic Species Tier Species View Stream Name Highest BOVA Code, Status*, Tier* Ma TE Common & Scientific Name p Rivanna River (20802041) Rivanna River (20802042) Rivanna River (20802042) 060081 ST F11a]Floater, Lasmigona green subviridis FPST Yes 060173 FPST Ia Pigtoe, Fusconaia Atlantic masoni 060081 ST ["a]Floater, Lasmigona green subviridis FPST Yes 060173 Pigtoe, Fusconaia FPST Ia Atlantic masoni 060081 060081 IIa FloaterLasmigona green subviridis ST , Habitat Predicted for Terrestrial WAP Tier I & II Species where Floater, green (060081) observed N/A Yes I Compiled on 6/2712019, 12:15:51 PM I981285.1 report=BOVA seamhType— P dist= 3218 poi= 38.0197600-78.4546099 I audit no. 981285 6/27/2019 12:15:51 PM Virginia Fish and Wildlife Information Service 1998-2019 Commonwealth of Virginia Department of Game and Inland Fisheries https:Hvafwis.dgif.virginia.gov/fwis/NewPages/VaFWIS_report_Search.asp?pf=1 &Title=VaFWIS+Report+Search&commonName=Floater, +green &corn... 2/2 6/27/2019 VaFWIS Map Site Location 38.01976-78.45460 is the Search Point Eal FRefresh Browser Page Map Pan Map In 7Aem Duf Screen small SIEC ' BI9 Click Scale Size Show Position Rings J Yes U No 1/2 mile and 1/8 mile at the a Search Point Show Search Area v Yes C) No 2 Search distance mile, rch Point is at man center }� IV L _ '..tomr r Y ,7 :i + AV management zones CData rlhQAmxHnn Sihq Point of Search 38.01976-78.45460 Map Location 38.01945-78.45602 Select Coordinate System: G Degrees,Minutes,Seconds Latitude - Longitude U Decimal Degrees Latitude - Longitude U Meters UTM NAD83 East North Zone O Meters UTM NAD27 East North Zone Base Map source: Black & White USGS Aerial Photography (see Microsoft terraserver-usa.com for details) Map projection is UTM Zone 17 NAD 1983 with left 719313 and top 4215028. Pixel size is 8 meters. Coordinates displayed are decimal Degrees North and West. Map is currently displayed as 1000 columns by 1000 rows for a total of 1000000 pixles. The map display represents 8000 meters east to west by 8000 meters north to south for a total of 64.0 square kilometers. The map display represents 26251 feet east to west by 26251 feet north to south for a total of 24.7 square miles. https:Hvafwis.dgif.virginia.gov/maps/zMapFormJava.asp?autoscale=14&coord=LL&display_only=1 &dist=3218&dp=&gap=&In=timmons&opoi=&overlay 1/2 6/27/2019 VaFWIS Map Topographic maps and Black and white aerial photography for year 1990+- are from the United States Department of the Interior, United States Geological Survey. Color aerial photography aquired 2002 is from Virginia Base Mapping Program, Virginia Geographic Information Network. Shaded topographic maps are from TOPO! CC2006 National Geographic http://www.national.geographic.com/topo All other map products are from the Commonwealth of Virginia Department of Game and Inland Fisheries. map assembled 2019-06-27 12:09:50 (ga/gc March 21, 2016 12:20 - tn=981285.0 dist=3218 I $poi=38.0197600-78.4546099 our Commonwealth of Virginia Department of Game and Inland https:Hvafwis.dgif.virginia.gov/maps/zMapFormJava.asp?autoscale=14&coord=LL&display_only=1 &dist=3218&dp=&gap=&In=timmons&opoi=&overlay... 2/2 6/27/2019 VAFWIS Seach Report VaFWIS Initial Project Assessment Report Compiled on 6/27/2019, 12:14:43 PM Help Known or likely to occur within a 2 mile buffer around polygon; center 38.0197600-78.4546099 in 003 Albemarle County, 540 Charlottesville City, VA View Map of Site Location 485 Known or Likely Species ordered by Status Concern for Conservation (displaying first 22) (22 species with Status* or Tier I** or Tier II** ) BOVA Code Status* Tier** Common Name Scientific Name Confirmed Database(s) 060017 FESE Ia Spinymussel, James Parvaspina collina BOVA 050022 FTST Ia Bat, northern long-- eared Myotis septentrionalis BOVA 060029 FT Ila Lance. -yellow Elliptio lanceolata BOVA 050020 SE la Bat, little brown Myotis lucif igus BOVA 050027 SE Ia Bat, tri-colored Perimyotis subflavus BOVA 060006 SE Ib Floater, brook Alasmidonta varicosa BOVA 040096 ST Ia Falcon,_peregrine Falco peregrinus BOVA 040293 ST Ia Shrike, loggerhead Lanius ludovicianus BOVA 060173 FPST Ia Pigtoe, Atlantic Fusconaia masoni BOVA,Habitat 060081 ST Ila Floater,_green Lasmigona subviridis Yes BOVA,TEWaters,Habitat 040292 ST Shrike migrant loggerhead Lanius ludovicianus migrans BOVA 030063 CC Illy Turtle, spotted Clemmys guttata BOVA 030012 CC IVa Rattlesnake, timber Crotalus horridus BOVA 040092 Ia Eagle,_golden Aquila chrysaetos BOVA 040306 Ia Warbler,_golden- winged Vermivora chrysoptera BOVA 100248 Ia Fritillary, regal Speyeria idalia idalia BOVA 040052 Ila Duck, American black Anas rubripes BOVA 040320 IIa Warbler, cerulean Setophaga cerulea BOVA 040140 IIa Woodcock, American Scolopax minor BOVA 040203 Ilb Cuckoo, black -billed Coccyzus erythropthalmus BOVA 040105 IIb Rail, king_ Rallus elegans BOVA rO4O3O4 Ilc Warbler, Swainson's Limnothlypis swainsonii BOVA To view All 485 species View 485 *FE=Federal Endangered; FT=Federal Threatened; SE=State Endangered; ST=State Threatened; FP=Federal Proposed; FC=Federal Candidate; CC=Collection Concern **I=VA Wildlife Action Plan -Tier I -Critical Conservation Need; II=VA Wildlife Action Plan -Tier H -Very High Conservation Need; III=VA Wildlife Action Plan -Tier III -High Conservation Need; IV=VA Wildlife Action Plan -Tier IV -Moderate Conservation Need Virginia Widlife Action Plan Conservation Opportunity Ranking: a - On the ground management strategies/actions exist and can be feasibly implemented.; b - On the ground actions or research needs have been identified but cannot feasibly be implemented at this time.; c - No on the ground actions or research needs have been identified or all identified conservation opportunities have been exhausted. https://vafwis.dgif.virginia.gov/fwis/NewPagesNaFW IS_GeographicSelect_Options.asp?pf=1 &Title=VaFW IS+GeographicSelect+Options&comments=... 1 /3 6/27/2019 Bat Colonies or Hibernacula: Not Known VAFWIS Seach Report Anadromous Fish Use Streams (1 records ) View Map of All Anadromous Fish Use Streams Anadromous Fish Species Stream ID Stream Name Reach Status View Map * Different Species Highest TE Highest Tier P133 Rivanna river Potential j 0 1 11Yes Impediments to Fish Passage (1 records) View Map of All Fish Impediments ❑ID Name River JIView Map 847 WOOLEN MILLS DAM IRIVANNA RIVER Yes Colonial Water Bird Survey N/A Threatened and Endangered Waters ( 6 Reaches ) View Map of All Threatened and Endangered Waters Stream Name T&E Waters Species View Map � Highest TE x BOVA Code, Status , Tier**, Common & Scientific Name Rivanna River (0100762) ST 060081 ST IIa Floater,.green Lasmigona subviridis Yes Rivanna River (0101486) ST 060081 ST IIa Floater,.green Lasmigona subviridis Yes Rivanna River (0102602) ST 060081 ST IIa El oater,.green Lasmigona subviridis Yes Rivanna River (0117013 ).1 ST 060081 ST IIa Floater,.green Lasmigona subviridis Yes Rivanna River (099017 ). ST 060081 ST IIa Floater,_green Lasmigona subviridis Yes Rivanna River (099110) ST 060081 ST IIa Floater,_green Lasmigona subviridis Yes Managed Trout Streams N/A Bald Eagle Concentration Areas and Roosts N/A Bald Eagle Nests N/A Habitat Predicted for Aquatic WAP Tier I & H Species (2 Reaches) View Map Combined Reaches from Below of Habitat Predicted for WAP Tier I & II Aquatic Species https://vafwis.dgif.virginia.gov/fwis/NewPages/VaFWIS_GeographicSelect_Options.asp?pf=1 &Title=VaFWIS+GeographicSelect+Options&comments=... 2/3 6/27/2019 1 Stream Name Highest TES Rivanna River FPST (20802041) Rivanna River + FPST (20802042) I Rivanna River I FPST (20802042) VAFWIS Seach Report Tier Species BOVA Code, Status, Tier**, Common & Scientific Name 060081 ST IIa Floater,. green Lasmigona subviridis 060� FPST Ia Pigtoe, Atlantic Fusconaia masoni 060081 ST F Ia Floater,.green Lasmigona 1 subviridis 060173 FPST Ia Pigtoe' Fusconaia masoni Atlantic 060081 ST IIa Floater, -green Lasmigona subviridis Pigtoe 060173 FPST Ia Atlantic FFusconaia masoni Habitat Predicted for Terrestrial WAP Tier I & II Species N/A Public Holdings: N/A Yes Yes Yes Compiled on 6/27I2019, 12:14:43 PM I981285.0 report=IPA searchType= P dist= 3218 poi= 38.0197600-78.4546099 sitcDD= 38.0197640-78.4546I58;38.0I92810-78.4548168;38.0192100-78.4554938;38.0185630 -78.4569368;38.0189140-78.4577928;38.0198310-78.4570628;38.0200930-78.4560388;38.0198610-78.4553348;38.0203300-78.4546178;38.0 L98550-78.4542778 PixelSize=64; Anadromous=0.033275; BECAR=0.02511; Bats-0.023104; Buffer-0.104871; County=0.091281; Impediments=0.036701; Init--0.189344; PubGcEands-0.030236; SppObs=0.246716; TEWaters-0.048228; TierReaches=0.067368; TierTerrestrial=0.048648; Total=1.077503; Tracking_BOVA=0.173566; Trou[=0.026812 https:Hvafwis.dgif.virginia.gov/fwis/NewPages/VaFWIS_GeographicSelect_Options.asp?pf=1 &Title=VaFWIS+GeographicSelect+Options&comments=... 3/3 Center for Conservation Biology Bald Eagle Mapping Tool — O o O \�� Y Q '\ i..e_d NshLI Ig P i fy� voennnU h O O A0 .. nb rtPr'r/ / A7epPrLLL��� \\ FlI pe 7 �j -WaYi -stiora ". CrGi26.: i O. \ / \ •`� [' Shari tt vide _ Coursa.. - G ry _ 9 C ory r �. i-F z F:Jda GPlle Noah �PAAro`A Approximate Site Location _.I usfiu � )ram O i.__. Geor e j o lien ts?\i' 169 ! 'lMa$hil7gtbfl VAA I 10 0_ SfOLtSNe \ �� IVatlbnd! ` Q FAf25f Lovin ysmL — ty. C? c I b,a Mhl a rsi - Shari PLrmp 6Ai� EAGLE Toggle Legends Eagle Roosts Eagle Roost Polygons 6/27/2019 https://ccbbirds.org/what-we-do/research/species-of-concern/virginia-eagles/nest-locator/ 6/27/2019 USFWS Bald Eagle Concentration Areas - Virginia USFWS Bald Eagle Concentration Areas - Virginia Eagle Concentration Areas - small scale view , USFWS Northeast Region States I rlr I P0,rr,w1 aNeI ra.r,rr-i,:,,l F„�- r 4.,;,.r ft xo:m��kk. Horrro--iihm,r Park Will Fr -64 F�.,rrr, P :f'I7rl'Pf.-;,Illp i ake Hill d' Anna f¥ Approximate Site =oca=tion ul,+,Ir11'ti nrARYLANr, R,l rnl.�nk,w n Columbv Lynn: hhurd NIChmorld ington '1ilibrnla This map depicts designated Bald Eagle Concentration Areas in the State of Virginia. The Intent of this map is to provide information to the public about shoreline areas that ar ... Esri, HERE, Garmin, FAO, USGS, EPA, NPS https://fws.maps.arcgis.com/home/webmap/print.html 1/1 APPENDIX 6 FEMA Forms U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 1660-0016 OVERVIEW & CONCURRENCE FORM Expires Fehruaiy28,2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 1 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless it displays a valid OMB control number. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington. VA 20958-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93- 234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.0 § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program (NFIP); Letter of Map Amendment (LOMA) February 15, 2006, 71 FIR 7990. DISCLOSURE: The disclosure of information on this form Is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps FIRM). A. REQUESTED RESPONSE FROM DHS-FEMA This request is for a (check one): ® CLOMR: A letter from DHS-FEMA commenting on whether a proposed project, if built as proposed, would justify a map revision, or proposed hydrology changes (See 44 CFR Ch. 1, Parts 60, 65 & 72). ❑ LOMR: A letter from DHS-FEMA officially revising the current NFIP map to show the changes to floodplains, regulatory Foodway or flood elevations. (See 44 CFR Ch. 1, Parts 60, 65 & 72) B. OVERVIEW 1. The NFIP map panel(s) affected for all impacted communities is (are): Community No. Community Name State Map No. Panel No. Effective Date Example: 480301 480287 City of Katy Harris County TX TX 48473C 48201 C 0005D 0220G 02/08/83 09/28/90 510033 Albemarle County VA 51003C 0289D 02/04/05 2. a. Flooding Source: Moores Creek b. Types of Flooding: ® Riverine ❑ Coastal ❑ Shallow Flooding (e,g., Zones AO and AH) ❑ Alluvial fan ❑ Lakes ❑ Other (Attach Description) 3. Project Name/Identifier: Woolen Mills Redevelopment 4. FEMA zone designations affected: AE (choices: A, AH, AO, Al-A30, A99, AE, AR, V, V1430, VE, B, C, D, X) 5. Basis for Request and Type of Revision: a. The basis for this revision request is (check all that apply) ❑ Physical Change ❑ Improved Methodology/Data ® Regulatory Floodway Revision ❑ Base Map Changes ❑ Coastal Analysis ® Hydraulic Analysis ❑ Hydrologic Analysis ❑ Corrections ❑ Weir -Dam Changes ❑ Levee Certification ❑ Alluvial Fan Analysis ❑ Natural Changes ® New Topographic Data ❑ Other (Attach Description) Note: A photograph and narrative description of the area of concern is not required, but is very helpful during review. FEMA Form 086-0-27, (2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 1 of 3 The area of revision encompasses the following structures (check all that apply) Structures: ❑ Channelization ❑ Levee/Floodwall ® Bridge/Culvert ❑ Dam ® Fill ❑ Other (Attach Description) 16. ® Documentation of ESA compliance is submitted (required to initiate CLOMR review). Please refer to the instructions for more information. C. REVIEW FEE Has the review fee for the appropriate request category been included? ® Yes Fee amount: $6500 ❑ No, Attach Explanation Please see the DHS-FEMA Web site at htip://www.fema.gov/plan/r)revent/fhm/frm fees.shtm for Fee Amounts and Exemptions. D. SIGNATURE All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Name: SZ4 A Company: \J00LEN AN 11-US 4-LC Mailing Address: 91 Daytime Telephone No.:g1J199&310-1 Fax No.. Po. 13Qx l09 9 G 114AI L OTT%tt11 ALE , VA 2- 2.90 z, /� E-Mail Address: h fjr; qro y l: IMoa. Co y..� Signature of Requester (requir Date: ?//, 1 As the community official responsible for floodplain management, I hereby acknowledge that we have received and reviewed this Letter of Map Revision (LOMR) or conditional LOMR request. Based upon the communitys review, we find the completed or proposed project meets or is designed to meet all of the community floodplain management requirements, including the requirements for when fill is placed in the regulatory Roodway, and that all necessary Federal, State, and local permits have been, or in the case of a conditional LOMR, will be obtained. For Conditional LOMR requests, the applicant has documented Endangered Species Act (ESA) compliance to FEMA prior to FEMA's review of the Conditional LOMR application. For LOMR requests, I acknowledge that compliance with Sections 9 and 10 of the ESA has been achieved independently of FEMA's process. For actions authorized, funded, or being carried out by Federal or State agencies, documentation from the agency showing its compliance with Section 7(a)(2) of the ESA will be submitted. In addition, we have determined that the land and any existing or proposed structures to be removed from the SFHA are or will be reasonably safe from flooding as defined in 44CFR 65.2(c), and that we have available upon request by FEMA, all analyses and documentation used to make this determination. Community Official's Name and Title: Community Name: Mailing Address: Daytime Telephone No.: Fax No: E-Mail Address: Community Official's Signature (required): FDt- CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER AND/OR LAND SURVEYOR This certification is to be signed and sealed by a licensed land surveyor, registered professional engineer, or architect authorized by law to certify elevation information data, hydrologic and hydraulic analysis, and any other supporting information as per NFIP regulations paragraph 65.2(b) and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Certifier's Name: Sheila S. Reeves License No.: 049765 Expiration Date: 11/30/2019 Company Name: Timmons Group Telephone No.: 804-200-6517 Fax No.: Signature: L. �m Date: 7 `///ct I E-Mail Address: sheila.reeves@timmons.com FEMA Form 086-0-27, (2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 2 of 3 Ensure the forms that are appropriate to your revision request are included in your submittal.. Farm Name and Mumberl Required If ... ® Riverine Hydrology and Hydraulics Form (Form 2) New or revised discharges or water -surface elevations ® Riverine Structures Form (Form 3) Channel is modified, addition/revision of bridge/culverts, addition/revision of levee/floodwall, addition/revision of dam ❑ Coastal Analysis Form (Form 4) ❑ Coastal Structures Form (Form 5) ❑ Alluvial Fan Flooding Form (Form 6) New or revised coastal elevations Addition/revision of coastal structure Flood control measures on alluvial fans Seal (Optional) FEMA Form 086-0-27, (2/2011) Previously FEMA Form 81-89 MT-2 Form 1 Page 3 of 3 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B No. 1660-0016 RIVERINE HYDROLOGY & HYDRAULICS FORM Expires February28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 3.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington VA 20958-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93-234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.0 § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program (NFIP); Letter of Map Amendment (LOMA) February 15, 2006, 71 FR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps (FIRM). Flooding Source: Moores Creek Note: Fill out one form for each flooding source studied A. HYDROLOGY 1. Reason for New Hydrologic Analysis (check all that apply) ® Not revised (skip to section B) ❑ No existing analysis ❑ Improved data ❑ Alternative methodology ❑ Proposed Conditions (CLOMR) ❑ Changed physical condition of watershed 2. Comparison of Representative 1%-Annual-Chance Discharges Location Drainage Area (Sq. Mi.) Effective/FIS (cfs) Revised (cfs) 3. Methodology for New Hydrologic Analysis (check all that apply) ❑ Statistical Analysis of Gage Records ❑ Precipitation/Runoff Model 4 Specify Model: ❑ Regional Regression Equations ❑ Other (please attach description) Please enclose all relevant models in digital format, maps, computations (including computation of parameters), and documentation to support the new analysis. 4. Review/Approval of Analysis If your community requires a regional, state, or federal agency to review the hydrologic analysis, please attach evidence of approval/review. 5. Impacts of Sediment Transport on Hydrology Is the hydrology for the revised flooding source(s) affected by sediment transport? ❑ Yes ❑ No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation.. FEMA Form 086-0-27A, (2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 1 of 3 B. HYDRAULICS 1. Reach to be Revised Description Cross Section Water -Surface Elevations (ft.) Effective Proposed/Revised Downstream Limit' Mouth at Rivanna River 1.0 313.3 313.32 Upstream Limit` approx 2,695 U/S of Moores 3.8 (RS5655.59) 323.81 324.04 r'.r,-Pk I nna Proposed/Revised elevations must tie -into the Effective elevations within 0.5 foot at the downstream and upstream limits of revision. 2. Hydraulic Method/Model Used: HEC-RAS 5.0.7 3. Pre -Submittal Review of Hydraulic Models' DHS-FEMA has developed two review programs, CHECK-2 and CHECK-RAS, to aid in the review of HEC-2 and HEC-RAS hydraulic models, respectively. We recommend that you review your HEC-2 and HEC-RAS models with CHECK-2 and CHECK-RAS. 4. Models Submitted Natural Run Floodway Run Datum Duplicate Effective Model' File Name: Plan Name: File Name: Plan Name: MooresCreek.prj PROPOSED MooresCreek.prj PROPOSED NGVD29 Corrected Effective Model' File Name: Plan Name: File Name: Plan Name: MooresCreek.prj CORRECTED MooresCreek.prj CORRECTED NAVD88 Existing or Pre -Project File Name: Plan Name: File Name: Plan Name: Conditions Model MooresCreek.prj EXISTING MooresCreek.prj EXISTING NAVD88 Revised or Post -Project File Name: Plan Name: File Name: Plan Name: Conditions Model MooresCreek.prj PROPOSED MooresCreek.prj PROPOSED NAVD88 Other - (attach description) File Name: Plan Name: File Name: Plan Name: For details, refer to the corresponding section of the instructions. ® Digital Models Submitted? (Required) C. MAPPING REQUIREMENTS A certified topographic work map must be submitted showing the following information (where applicable): the boundaries of the effective, existing, and proposed conditions 1 %-annual-chance floodplain (for approximate Zone A revisions) or the boundaries of the 1 %- and 0.2%-annual-chance floodplains and regulatory floodway (for detailed Zone AE, AO, and AH revisions); location and alignment of all cross sections with stationing control indicated; stream, road, and other alignments (e.g., dams, levees, etc.); current community easements and boundaries; boundaries of the requester's property; certification of a registered professional engineer registered in the subject State; location and description of reference marks; and the referenced vertical datum (NGVD, NAVD, etc.). ® Digital Mapping (GIS/CADD) Data Submitted (preferred) Topographic Information: FIELD SURVEY AND LIDAR DATA NAVD88 Source: FIELD SURVEY AND LIDAR DATA Date: Accuracy: Note that the boundaries of the existing or proposed conditions floodplains and regulatory floodway to be shown on the revised FIRM and/or FBFM must tie-in with the effective floodplain and regulatory floodway boundaries. Please attach a copy of the effective FIRM and/or FBFM, at the same scale as the original, annotated to show the boundaries of the revised 1 %-and 0.2%-annual-chance floodplains and regulatory floodway that tie-in with the boundaries of the effective 1%-and 0.2%-annual-chance floodplain and regulatory floodway at the upstream and downstream limits of the area on revision. ® Annotated FIRM and/or FBFM (Required) FEMA Form 086-0-27A, (2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 2 of 3 D. COMMON REGULATORY REQUIREMENTS" 1. For LOMR/CLOMR requests, do Base Flood Elevations (BFEs) increase? ® Yes ❑ No a. For CLOMR requests, if either of the following is true, please submit evidence of compliance with Section 65.12 of the NFIP regulations: • The proposed project encroaches upon a regulatory floodway and would result in increases above 0.00 foot compared to pre -project conditions. • The proposed project encroaches upon a SFHA with or without BFEs established and would result in increases above 1.00 foot compared to pre -project conditions. b. Does this LOMR request cause increase in the BFE and/or SFHA compared with the effective BFEs and/or SFHA? ❑ Yes ❑ No If Yes, please attach proof of property owner notification and acceptance (if available). Elements of and examples of property owner notifications can be found in the MT-2 Form 2 Instructions. 2. Does the request involve the placement or proposed placement of fill? A a - • If Yes, the community must be able to certify that the area to be removed from the special flood hazard area, to include any structures or proposed structures, meets all of the standards of the local floodplain ordinances, and is reasonably safe from flooding in accordance with the NFIP regulations set forth at 44 CFR 60.3(A)(3), 65.5(a)(4), and 65.6(a)(14). Please see the MT-2 instructions for more information. 3. For LOMR requests, is the regulatory floodway being revised? ❑ Yes ❑ No If Yes, attach evidence of regulatory floodway revision notification. As per Paragraph 65.7(b)(1) of the NFIP Regulations, notification is required for requests involving revisions to the regulatory floodway. (Not required for revisions to approximate 1 %-annual-chance floodplains [studied Zone A designation] unless a regulatory floodway is being established. Elements and examples of regulatory floodway revision notification can be found in the MT-2 Form 2 Instructions.) 4. For CLOMR requests, please submit documentation to FEMA and the community to show that you have complied with Sections 9 and 10 of the Endangered Species Act (ESA). For actions authorized, funded, or being carried out by Federal or State agencies, please submit documentation from the agency showing its compliance with Section 7(a)(2) of the ESA. Please see the MT-2 instructions for more detail. Not inclusive of all applicable regulatory requirements. For details, see 44 CFR parts 60 and 65. FEMA Form 086-0-27A, (2/2011) Previously FEMA Form 81-89 MT-2 Form 2 Page 3 of 3 DEPARTMENT OF HOMELAND SECURITY O.M.B. NO. 1660-0016 FEDERAL EMERGENCY MANAGEMENT AGENCY RIVERINE STRUCTURES FORM Expires February 28, 2014 PAPERWORK BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 7 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing, reviewing, and submitting the form. You are not required to respond to this collection of information unless a valid OMB control number appears in the upper right corner of this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 1800 South Bell Street, Arlington, VA 20598-3005, Paperwork Reduction Project (1660-0016). Submission of the form is required to obtain or retain benefits under the National Flood Insurance Program. Please do not send your completed survey to the above address. PRIVACY ACT STATEMENT AUTHORITY: The National Flood Insurance Act of 1968, Public Law 90-448, as amended by the Flood Disaster Protection Act of 1973, Public Law 93-234. PRINCIPAL PURPOSE(S): This information is being collected for the purpose of determining an applicant's eligibility to request changes to National Flood Insurance Program (NFIP) Flood Insurance Rate Maps (FIRM). ROUTINE USE(S): The information on this form may be disclosed as generally permitted under 5 U.S.0 § 552a(b) of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA/NFIP/LOMA-1 National Flood Insurance Program; Letter of Map Amendment (LOMA) February 15, 2006, 71 FIR 7990. DISCLOSURE: The disclosure of information on this form is voluntary; however, failure to provide the information requested may delay or prevent FEMA from processing a determination regarding a requested change to a NFIP Flood Insurance Rate Maps (FIRM). Flooding Source: Moores Creek Note: Fill out one form for each flooding source studied. A. GENERAL Complete the appropriate section(s) for each Structure listed below: Channelization ...............complete Section B Bridge/Culvert................ complete Section C Dam...............................complete Section D Levee/Floodwall.............complete Section E Sediment Transport ........ complete Section F (if required) Description Of Modeled Structure 1. Name of Structure: Proposed Pedestrian Bridge Type (check one): ❑ Channelization ® Bridge/Culvert ❑ Levee/Floodwall ❑ Dam Location of Structure: 1601.10 Downstream Limit/Cross Section: 1570.82 Upstream Limit/Cross Section: 1620.63 2. Name of Structure: Type (check one): ❑ Channelization ❑ Bridge/Culvert ❑ Levee/Floodwall ❑ Dam Location of Structure: Downstream Limit/Cross Section: Upstream Limit/Cross Section: 3. Name of Structure: Type (check one) ❑ Channelization ❑ Bridge/Culvert ❑ Levee/Floodwall ❑ Dam Location of Structure: Downstream Limit/Cross Section: Upstream Limit/Cross Section: NOTE: FOR MORE STRUCTURES, ATTACH ADDITIONAL PAGES AS NEEDED. FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 1 of 11 B. CHANNELIZATION Flooding Source: Name of Structure: 1. Hydraulic Considerations The channel was designed to carry (cfs) and/or the -year flood. The design elevation in the channel is based on (check one): ❑ Subcritical flow ❑ Critical flow ❑ Supercritical flow ❑ Energy grade line If there is the potential for a hydraulic jump at the following locations, check all that apply and attach an explanation of how the hydraulic jump is controlled without affecting the stability of the channel. ❑ Inlet to channel ❑ Outlet of channel ❑ At Drop Structures ❑ At Transitions ❑ Other locations (specify): 2. Channel Design Plans Attach the plans of the channelization certified by a registered professional engineer, as described in the instructions. 3. Accessory Structures The channelization includes (check one): ❑ Levees [Attach Section E (Levee/Floodwall)] ❑ Drop structures ❑ Superelevated sections ❑ Transitions in cross sectional geometry ❑ Debris basin/detention basin [Attach Section D (Dam/Basin)] ❑ Energy dissipator ❑ Weir ❑ Other (Describe): 14. Sediment Transport Considerations Are the hydraulics of the channel affected by sediment transport? ❑ Yes ❑ No If yes, then fill out Section F (Sediment Transport) of Form 3. If No, then attach your explanation for why sediment transport was not considered. C. BRIDGE/CULVERT Flooding Source: Moores Creek Name of Structure: Proposed Pedestrian Bridge 1. This revision reflects (check one): ® Bridge/culvert not modeled in the FIS ❑ Modified bridge/culvert previously modeled in the FIS ❑ Revised analysis of bridge/culvert previously modeled in the FIS 2. Hydraulic model used to analyze the structure (e.g., HEC-2 with special bridge routine, WSPRO, HY8): HEC-RAS 5.0.7 If different than hydraulic analysis for the flooding source, justify why the hydraulic analysis used for the flooding source could not analyze the structures. Attach justification. 3. Attach plans of the structures certified by a registered professional engineer. The plan detail and information should include the following (check the information that has been provided): ® Dimensions (height, width, span, radius, length) ® Distances Between Cross Sections ® Shape (culverts only) ❑ Erosion Protection ® Material ® Low Chord Elevations — Upstream and Downstream ❑ Beveling or Rounding ® Top of Road Elevations — Upstream and Downstream ❑ Wing Wall Angle ® Structure Invert Elevations — Upstream and Downstream ❑ Skew Angle ❑ Stream Invert Elevations — Upstream and Downstream ® Cross -Section Locations 14. Sediment Transport Considerations Are the hydraulics of the structure affected by sediment transport? ❑ Yes ® No FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 2 of 11 D. DAM/BASIN Flooding Source: Name of Structure: 1. This request is for (check one): ❑ Existing dam/basin ❑ New dam/basin ❑ Modification of existing dam/basin 2. The dam/basin was designed by (check one): ❑ Federal agency ❑ State agency ❑ Private organization ❑ Local government agency Name of the agency or organization: 3. The Dam was permitted as (check one): ❑ Federal Dam ❑ State Dam Provide the permit or identification number (ID) for the dam and the appropriate permitting agency or organization Permit or ID number Permitting Agency or Organization a. ❑ Local Government Dam ❑ Private Dam Provided related drawings, specification and supporting design information. 4. Does the project involve revised hydrology? ❑ Yes ❑ No If Yes, complete the Riverine Hydrology & Hydraulics Form (Form 2). Was the dam/basin designed using critical duration storm? (must account for the maximum volume of runoff) ❑ Yes, provide supporting documentation with your completed Form 2. ❑ No, provide a written explanation and justification for not using the critical duration storm. 5. Does the submittal include debris/sediment yield analysis? ❑ Yes ❑ No If Yes, then fill out Section F (Sediment Transport). If No, then attach your explanation for why debris/sediment analysis was not considered? 6. Does the Base Flood Elevation behind the dam/basin or downstream of the dam/basin change? ❑ Yes ❑ No If Yes, complete the Riverine Hydrology & Hydraulics Form (Form 2) and complete the table below. Stillwater Elevation Behind the Dam/Basin FREQUENCY (% annual chance) FIS REVISED 10-year (10%) 50-year(2%) 100-year (1%) 500-year (0.2%) Normal Pool Elevation 7. Please attach a copy of the formal Operation and Maintenance Plan E. LEVEE/FLOODWALL FEMA Form 086-0-271113, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 3 of 11 11. System Elements a. This Levee/F000dwall analysis is based on (check one): b. Levee elements and locations are (check one): ❑ earthen embankment, dike, berm, etc. Station to ❑ structural floodwall Station to ❑ Other (describe): Station to upgrading of a newly reanalysis of ❑ an existing ❑ constructed ❑ an existing levee/fl oodwa I I I evee/floodwa I I I evee/floodwa I I system system system c. Structural Type (check one): ❑ monolithic cast -in place reinforced concrete ❑ reinforced concrete masonry block ❑ sheet piling ❑ Other (describe): d. Has this levee/floodwall system been certified by a Federal agency to provide protection from the base flood? ❑ Yes ❑ No If Yes, by which agency? FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 4 of 11 e. Attach certified drawings containing the following information (indicate drawing sheet numbers): 1. Plan of the levee embankment and floodwall structures. Sheet Numbers: 2. A profile of the levee/floodwall system showing the Base Flood Elevation (BFE), levee and/or wall crest and foundation, and closure locations for the total levee system. Sheet Numbers: 3. A profile of the BFE, closure opening outlet and inlet invert elevations, type and size of opening, and kind of closure. Sheet Numbers: 4. A layout detail for the embankment protection measures. Sheet Numbers: 5. Location, layout, and size and shape of the levee embankment features, foundation treatment, Floodwall structure, closure structures, and pump stations. Sheet Numbers: 2. Freeboard a. The minimum freeboard provided above the BFE is: Riverine 3.0 feet or more at the downstream end and throughout ❑ Yes ❑ No 3.5 feet or more at the upstream end ❑ Yes ❑ No 4.0 feet within 100 feet upstream of all structures and/or constrictions ❑ Yes ❑ No Coastal 1.0 foot above the height of the one percent wave associated with the 1 %-annual-chance stillwater surge elevation or maximum wave runup (whichever is greater). ❑ Yes ❑ No 2.0 feet above the 1%-annual-chance stillwater surge elevation ❑ Yes ❑ No Please note, occasionally exceptions are made to the minimum freeboard requirement. If an exception is requested, attach documentation addressing Paragraph 65.10(b)(1)(ii) of the NFIP Regulations. If No is answered to any of the above, please attach an explanation. b. Is there an indication from historical records that ice -jamming can affect the BFE? ❑ Yes ❑ No If Yes, provide ice -jam analysis profile and evidence that the minimum freeboard discussed above still exists. 3. Closures a. Openings through the levee system (check one): ❑ exists ❑ does not exist If opening exists, list all closures: Channel Station Left or Right Bank Opening Type Highest Elevation for Type of Closure Device Opening Invert (Extend table on an added sheet as needed and reference) Note: Geotechnical and geologic data In addition to the required detailed analysis reports, data obtained during field and laboratory investigations and used in the design analysis for the following system features should be submitted in a tabulated summary form. (Reference U.S. Army Corps of Engineers [USACE] EM-1110-2-1906 Form 2086.) FEMA Form 086-0-27113, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 5 of 11 4. Embankment Protection a. The maximum levee slope land side is: b. The maximum levee slope flood side is: c. The range of velocities along the levee during the base flood is: (min.) to (max.) d. Embankment material is protected by (describe what kind): e. Riprap Design Parameters (check one): ❑ Velocity ❑ Tractive stress Attach references Reach Sideslope Flow Curve or Stone Riprap Depth of Toedown Depth Velocity Straight D,00 D50 Thickness Sta to Sta to Sta to Sta to Sta to Sta to (Extend table on an added sheet as needed and reference each entry) f. Is a bedding/filter analysis and design attached? ❑ Yes ❑ No g. Describe the analysis used for other kinds of protection used (include copies of the design analysis): Attach engineering analysis to support construction plans. 5. Embankment And Foundation Stability a. Identify locations and describe the basis for selection of critical location for analysis: ❑ Overall height: Sta.: , height ft. ❑ Limiting foundation soil strength: Strength � = degrees, c = psf Slope: SS = (h) to (v) (Repeat as needed on an added sheet for additional locations) b. Specify the embankment stability analysis methodology used (e.g., circular arc, sliding block, infinite slope, etc.): C. Summary of stability analysis results: FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 6 of 11 E. LEVEE/FLOODWALL (CONTINUED) 5. Embankment And Foundation Stability (continued) Case Loading Conditions Critical Safety Factor Criteria (Min.) I End of construction 1.3 II Sudden drawdown 1.0 III Critical flood stage 1.4 IV Steady seepage at flood stage 1.4 VI Earthquake (Case 1) 1.0 (Reference: USACE EM-1110-2-1913 Table 6-1) d. Was a seepage analysis for the embankment performed? ❑ Yes ❑ No If Yes, describe methodology used: e. Was a seepage analysis for the foundation performed? ❑ Yes ❑ No f. Were uplift pressures at the embankment landside toe checked? ❑ Yes ❑ No g. Were seepage exit gradients checked for piping potential? ❑ Yes ❑ No h. The duration of the base flood hydrograph against the embankment is hours. Attach engineering analysis to support construction plans. 6. Floodwall And Foundation Stability a. Describe analysis submittal based on Code (check one): ❑ UBC (1988) ❑ Other (specify): b. Stability analysis submitted provides for: ❑ Overturning ❑ Sliding If not, explain: c. Loading included in the analyses were: ❑ Lateral earth @ PA = psf; Pp = psf ❑ Surcharge -Slope @ , ❑ surface psf ❑ Wind @ Pw = psf ❑ Seepage (Uplift); ❑ Earthquake @ Peq = %g ❑ 1%-annual-chance significant wave height: ft. ❑ 1 %-annual-chance significant wave period: sec. d. Summary of Stability Analysis Results: Factors of Safety. Itemize for each range in site layout dimension and loading condition limitation for each respective reach. Criteria (Min) Sta To Sta To Loading Condition Overturn Sliding Overturn Sliding Overturn Sliding Dead & Wind 1.5 1.5 Dead & Soil 1.5 1.5 Dead, Soil, Flood, & 1.5 1.5 Impact Dead, Soil, & Seismic 1.3 1.3 FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 7 of 11 (Ref: FEMA 114 Sept 1986; USACE EM 1110-2-2502) Note: (Extend table on an added sheet as needed and reference) E. LEVEE/FLOODWALL (CONTINUED) 6. Floodwall And Foundation Stability (continued) e. Foundation bearing strength for each soil type: Bearing Pressure Sustained Load (psf) Short Term Load (psf) Computed design maximum Maximum allowable FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 8 of 11 f. Foundation scour protection ❑ is, ❑ is not provided. If provided, attach explanation and supporting documentation: Attach engineering analysis to support construction plans. 7. Settlement a. Has anticipated potential settlement been determined and incorporated into the specified construction elevations to maintain the established freeboard margin? ❑ Yes ❑ No b. The computed range of settlement is ft. to ft. c. Settlement of the levee crest is determined to be primarily from : ❑ Foundation consolidation ❑ Embankment compression ❑ Other (Describe): d. Differential settlement of floodwalls ❑ has ❑ has not been accommodated in the structural design and construction. Attach engineering analysis to support construction plans. 8. Interior Drainage a. Specify size of each interior watershed: Draining to pressure conduit: acres Draining to ponding area: acres b. Relationships Established Ponding elevation vs. storage ❑ Yes ❑ No Ponding elevation vs. gravity flow ❑ Yes ❑ No Differential head vs. gravity flow ❑ Yes ❑ No c. The river flow duration curve is enclosed: ❑ Yes ❑ No d. Specify the discharge capacity of the head pressure conduit: cfs e. Which flooding conditions were analyzed? • Gravity flow (Interior Watershed) ❑ Yes ❑ No • Common storm (River Watershed) ❑ Yes ❑ No • Historical ponding probability ❑ Yes ❑ No • Coastal wave overtopping ❑ Yes ❑ No If No for any of the above, attach explanation. e. Interior drainage has been analyzed based on joint probability of interior and exterior flooding and the capacities of pumping and outlet facilities to provide the established level of flood protection. ❑ Yes ❑ No If No, attach explanation. g. The rate of seepage through the levee system for the base flood is cfs h. The length of levee system used to drive this seepage rate in item g: ft. E. LEVEE/FLOODWALL (CONTINUED) 8. Interior Drainage (continued) i. Will pumping plants be used for interior drainage? ❑ Yes ❑ No If Yes, include the number of pumping plants: For each pumping plant, list: FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 9 of 11 Plant #1 Plant #2 The number of pumps The ponding storage capacity The maximum pumping rate The maximum pumping head The pumping starting elevation The pumping stopping elevation Is the discharge facility protected? Is there a flood warning plan? How much time is available between warning and flooding? Will the operation be automatic? ❑ Yes ❑ No If the pumps are electric, are there backup power sources? ❑ Yes ❑ No (Reference: USACE EM-1110-2-3101, 3102, 3103, 3104, and 3105) Include a copy of supporting documentation of data and analysis. Provide a map showing the flooded area and maximum ponding elevations for all interior watersheds that result in flooding. 9. Other Design Criteria a. The following items have been addressed as stated: Liquefaction ❑ is ❑ is not a problem Hydrocompaction ❑ is ❑ is not a problem Heave differential movement due to soils of high shrink/swell ❑ is ❑ is not a problem b. For each of these problems, state the basic facts and corrective action taken: Attach supporting documentation c. If the levee/floodwall is new or enlarged, will the structure adversely impact flood levels and/or flow velocities floodside of the structure? ❑ Yes ❑ No Attach supporting documentation d. Sediment Transport Considerations: Was sediment transport considered? ❑ Yes ❑ No If Yes, then fill out Section F (Sediment Transport). If No, then attach your explanation for why sediment transport was not considered. 10. Operational Plan And Criteria a. Are the planned/installed works in full compliance with Part 65.10 of the NFIP Regulations? ❑ Yes ❑ No b. Does the operation plan incorporate all the provisions for closure devices as required in Paragraph 65.10(c)(1) of the NFIP regulations? ❑ Yes ❑ No c. Does the operation plan incorporate all the provisions for interior drainage as required in Paragraph 65.10(c)(2) of the NFIP regulations? ❑ Yes ❑ No If the answer is No to any of the above, please attach supporting documentation. E. LEVEE/FLOODWALL (CONTINUED) FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 10 of 11 11. Maintenance Plan Please attach a copy of the fomal maintenance plan for the levee/floodwall 12. Operations and Maintenance Plan Please attach a copy of the formal Operations and Maintenance Plan for the levee/floodwall. CERTIFICATION OF THE LEVEE DOCUMENTION This certification is to be signed and sealed by a licensed registered professional engineer authorized by law to certify elevation information data, hydrologic and hydraulic analysis, and any other supporting information as per NFIP regulations paragraph 65.10(e) and as described in the MT-2 Forms Instructions. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001. Certifier's Name: License No.: Expiration Date: Company Name: Telephone No.: Fax No.: Signature: Date: E-Mail Address: F. SEDIMENT TRANSPORT Flooding Source: Name of Structure: If there is any indication from historical records that sediment transport (including scour and deposition) can affect the Base Flood Elevation (BFE); and/or based on the stream morphology, vegetative cover, development of the watershed and bank conditions, there is a potential for debris and sediment transport (including scour and deposition) to affect the BFEs, then provide the following information along with the supporting documentation: Sediment load associated with the base flood discharge: Volume acre-feet Debris load associated with the base flood discharge: Volume acre-feet Sediment transport rate (percent concentration by volume) Method used to estimate sediment transport: Most sediment transport formulas are intended for a range of hydraulic conditions and sediment sizes; attach a detailed explanation for using the selected method. Method used to estimate scour and/or deposition: Method used to revise hydraulic or hydrologic analysis (model) to account for sediment transport: Please note that bulked flows are used to evaluate the performance of a structure during the base flood; however, FEMA does not map BFEs based on bulked flows. If a sediment analysis has not been performed, an explanation as to why sediment transport (including scour and deposition) will not affect the BFEs or structures must be provided. FEMA Form 086-0-27B, (2/2011) Previously FEMA Form 81-89B MT-2 Form 3 Page 11 of 11 APPENDIX 7 Files on Disk