Loading...
HomeMy WebLinkAbout20140194 Ver 2_401 Application_20180718Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Page 1 of 10 PCN Form —Version 1.4 January 2009 Pre -Construction Notification (P oim A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ❑X Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1 d. Type(s) of approval sought from the DWQ (check all that apply): ❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ❑ Yes ❑X No For the record only for Corps Permit: ❑ Yes ❑X No 1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program. ❑ Yes ❑X No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ❑ YesX❑ No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a. Name of project: Roses Creek Stream Mitigation Site 2b. County: Burke 2c. Nearest municipality / town: Morganton, NC 2d. Subdivision name: Sisk Farm 2e. NCDOT only, T.I.P. or state project no: NCEEP # 96309 3. Owner Information 3a. Name(s) on Recorded Deed: Robert B. Sisk and Martha M. Sisk 3b. Deed Book and Page No. Original: Book 171, Pg 201 Deed of Conservation Easement: Book 2197, Pg 53-57 3c. Responsible Party (for LLC if applicable): HDR Engineering of the Carolinas, Inc. 3d. Street address: 555 Fayetteville Street, Suite 900 3e. City, state, zip: Raleigh, NC 27601 3f. Telephone no.: 919-232-6600 3g. Fax no.: 919-232-6642 3h. Email address: benjamin.furr@hdrinc.com Page 1 of 10 PCN Form —Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑X Other, specify: NCDEQ - Division of Mitigation Services 4b. Name: Lin Xu 4c. Business name (if applicable): NCDEQ - Division of Mitigation Services 4d. Street address: 217 West Jones St, Suite 3000A Mail: 1652 Mail Service Center, Raleigh, NC 27699 4e. City, state, zip: Raleigh, NC 27603 4f. Telephone no.: 919-707-8976 4g. Fax no.: 4h. Email address: lin.xu@ncdenr.gov 5. Agent/Consultant Information (if applicable) 5a. Name: Ben Furr 5b. Business name (if applicable): HDR Engineering of the Carolinas, Inc. 5c. Street address: 555 Fayetteville Street, Suite 900 5d. City, state, zip: Raleigh, NC 27601 5e. Telephone no.: 919-232-6600 5f. Fax no.: 919-232-6642 5g. Email address: benjamin.furr@hdrinc.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 1767479652 1 b. Site coordinates (in decimal degrees): Latitude: 35.850953 Longitude: -81.819541 1c. Property size: 17.3 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: Roses Creek 2b. Water Quality Classification of nearest receiving water: WS -III; Tr 2c. River basin: Catawba 3. Project Description 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: The Site is an existing stream mitigation project. Land surrounding the project is used as cattle pasture. Land use within the watershed upstream of the Site is dominated by forested land (97 percent). Pasture on the Sisk Farm and adjacent properties accounts for approximately 3 percent of the watershed. The reminder of the watershed (less than one percent) is comprised of small residential properties, roads and parking lots. 3b. List the total estimated acreage of all existing wetlands on the property: 0.1 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 5,829 3d. Explain the purpose of the proposed project: The project is to repair areas of isolated bank erosion, floodplain erosion, and one failing in -stream structure on an existing stream mitigation site. 3e. Describe the overall project in detail, including the type of equipment to be used: Standard construction equipment (CAT 320 (or equivalent) track hoes, and hand tools) will be utilized to repair the erosion and in -stream structure. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (includingall prior phases)in the past? ❑X Yes ❑ No ❑ Unknown Comments: Action ID: 2014-00517 Preliminary Determination ry 4b. If the Corps made the jurisdictional determination, what type of determination was made? Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Name (if known): Ryan Smith Agency/Consultant Company: HDR Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. Site visit conducted in March 17, 2014, PJD was approved on December 16, 2014. See attachment. 5. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑x Yes ❑ No ❑ Unknown 5b. If yes, explain in detail according to "help file" instructions. Nationwide Permit 27 (USACE Action ID: SAW -2014-00517; DWR # 14-0194; Application Date: October 1, 2015; Approved Nov. 20, 2015) 6. Future Project Plans 6a. Is this a phased project? ❑ Yes ❑X No 6b. If yes, explain. Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ❑ Wetlands ❑X Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted. 2a. Wetland impact number Permanent (P) or Temporary T 2b. Type of impact 2c. Type of wetland 2d. Forested 2e. Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f. Area of impact (acres) W1 Choose one Choose one Yes/No - W2 Choose one Choose one Yes/No W3 Choose one Choose one Yes/No W4 Choose one Choose one Yes/No W5 Choose one Choose one Yes/No W6 Choose one Choose one Yes/No 2g. Total Wetland Impacts: 2h. Comments: 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. Stream impact number Permanent (P) or Temporary (T) 3b. Type of impact 3c. Stream name 3d. Perennial (PER) or intermittent (INT)? 3e. Type of jurisdiction 3f. Average stream width (feet) 3g. Impact length (linear feet) S1 P Bank Grading/Matting Roses Creek PER Corps 30.5 35 S2 P In -Stream Structure Roses Creek PER Corps 30.5 17 S3 P Soil lift Roses Creek PER Corps 30.5 30 S4 - Choose one - S5 Choose one _ S6 Choose one 3h. Total stream and tributary impacts 82 3i. Comments: Work will be conducted in the wet due to size of stream (> 5 square mile drainage area) Page 4 of 10 PCN Form — Version 1.4 January 2009 4. Open Water Impacts If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U.S. then indivi ually list all open water impacts below. 4a. Open water impact number Permanent (P) or Temporary T 4b. Name of waterbody (if applicable) 4c. Type of impact 4d. Waterbody type 4e. Area of impact (acres) 01 Choose one Choose 02 Choose one Choose 03 Choose one Choose 04 Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If pond or lake construction proposed, then complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. 5e. Stream Impacts (feet) Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f. Total: 5g. Comments: 5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. 6a. Project is in which protected basin? ❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other: 6b. Buffer Impact number — Permanent (P) or Temporary T 6c. Reason for impact 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact (square feet) 6g. Zone 2 impact (square feet B1 Yes/No B2 Yes/No B3 - Yes/No B4 - Yes/No B5 - Yes/No B6 - Yes/No 6h. Total Buffer Impacts: 6i. Comments: Page 5 of 10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. The proposed work plan includes isolating construction activities to only the areas specified in the repair plans. Construction activities include repairing eroding areas along a restored stream to prevent further destabilization of the banks. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Open channel work will be minimized to what can be completed in the same day; matting streambanks; and seeding. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ❑ Yes ❑X No 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this project? ❑ Mitigation bank ❑Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type: Choose one Type: Choose one Type: Choose one Quantity: Quantity: Quantity: 3c. Comments: 4. Complete if Making a Payment to In -lieu Fee Program 4a. Approval letter from in -lieu fee program is attached. ❑ Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: Choose one 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non -riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan 5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan. Page 6 of 10 PCN Form — Version 1.4 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑X No buffer mitigation? 6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the amount of mitigation required. 6c. 6d. 6e. Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund). 6h. Comments: Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ❑X No within one of the NC Riparian Buffer Protection Rules? 1 b. If yes, then is a diffuse flow plan included? If no, explain why. ❑ Yes ❑ No 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 0 2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There is no impervious surface within the project area, and the project will not result in the creation of any impervious surface. Disturbed areas will be seeded and matted to minimize erosion. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: 2e. Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a. In which localgovernment's jurisdiction is thisproject? ❑ Phase II ❑ NSW 3b. Which of the following locally -implemented stormwater management programs ❑ USMP apply (check all that apply): ❑ Water Supply Watershed ❑ Other: 3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a. Which of the following state -implemented stormwater management programs apply ❑ORW (check all that apply): ❑Session Law 2006-246 ❑Other: 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ❑ No attached? 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No 5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 1.4 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the Yes ❑ No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑X No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c. If you answered `yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval ❑ Yes ❑ No letter.) Comments: 2. Violations (DWQ Requirement) 2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ❑X No or Riparian Buffer Rules (15A NCAC 26 .0200)? 2b. Is this an after-the-fact permit application? ❑ Yes ❑X No 2c. If you answered `yes" to one or both of the above questions, provide an explanation of the violation(s): 3. Cumulative Impacts (DWQ Requirement) 3a. Will this project (based on past and reasonably anticipated future impacts) result in El Yes ❑X No additional development, which could impact nearby downstream water quality? 3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent DWQ policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. No sewage/wastewater will be generated from the proposed project. Page 9 of 10 PCN Form — Version 1.4 January 2009 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or TYes ❑ No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ YesX❑ No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USACE Wilmington Regulatory Website - Slopes Document and Maps for NLEB 6. Essential Fish Habitat (Corps Requirement) ... _...... —_ _ 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ❑X No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Correspondence with USFWS and NOAA. 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ❑ Yes ❑X No status (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? Correspondence with NCSHPO. See Appendix B-2 of Mitigation Plan for documentation. 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA -designated 100 -year floodplain? I ❑X Yes ❑ No 8b. If yes, explain how project meets FEMA requirements: CLOMR documentation was submitted to the Burke County Floodplain Administration on December 12, 2014 and to FEMA on April 9, 2015. FEMA approved the CLOMR documentation on August 21, 2015. The repairs will not result in any net change to the flood elevations submitted in the approved CLOMR document. 8c. What source(s) did you use to make the floodplain determination? FIRM maps of the Site. Lin Xu U� 7/19/2018 ... ... ...... Applicant/Agent's Printed Name i Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the aoolicant is Provided.) Page 10 of 10 C ROSES CREEK lA . - ROSES CREEK REPAIR PLAN PERMIT DRAWINGS LOCATION: BURKE COUNTY, NORTH CAROLINA LEGEND Table Rock 8 Lz+o -_ � Lz+B '• 191 ASBUILT ALIGNMENTS t b STATIONING I2+ew• • Izss V� END ROSES CREEK —� — THALWEG Iz+o — Iz z STA 42 + 22.56-..— BANKFULL VICINITY MAP EPHEMERAL POOL BEGIN UT 1 .._ --. _— _: _.._ STA 10 * 00.00 ' .. BEGIN UT 2X •.,ti 1W, 24 2 CONSERVATION EASEMENT OW POWERUNE FENCE "` v I,STA 10 i 00.00 • 9 $ CREST GAUGE ai WETLANDS \ j ROSESCREEK . ROSES CREEK --- STA 34 + 65.21 --- END UT 3 `' BRUSH TOE ROCK STA 11+00.90 —EY END UT 1 STA 16-2780 �; n 'Oc VANE STA 19+50.69 / \ Y ROCK STEP STRUCTURE w' y • 1 • BOULDERS ^ ROCK STEP CLASS B RIP RAP PMr CROC —G ROSS VAN E FLOODPLAIN J/ INTERCEPTOR fY BANK REPAIR W i 1.3 C) � ROSES CREEK BEGIN ROSES CREEK BEGIN UT 3 TSTA 20 + 50.52 STA 10+00.00 J STA�0,a0.00' �. END UT 2 STA 17 , 10.07 U GRAPHIC SCALES Prepared in the Office of, ROSES CREEK ►y ICr SO ZS D 50 140 INDEX OF SHEETS ROSES CREEK PERMIT DRAWINGTITLE SREET._..-....__lJ CHRISTOPHER L. SMITH PROJECT MANAGER ICA EogU:e g Ing 555 Fayyetroaue St—, 'CA O ROSES CREEK PERMIT DRAWMG DETAILS_.... RoWgh1 NCO27601 Nc UPLANS ROSES CREEK PERMIT DRAWING PLANS_... _........ _.—._13 - IA TYPICAL MATTING LOCATION DETAIL BRUSH TOE SCA— IS NOTES. SCALE: NTS NOTBB. BDOOEN VE A 2- GALIAHIZED RWfiNDSNAI LS[NSI 11 AT "I TOP TO MLO 4TTINO 1X PLKE. t TTINB SHALL BE PLACED ALONG BOTH BANKS WROUGMUT 1. PROJECT. 2. USE NOW STAKES (NOT WETAL) FDR PATTING. 3 ExSTALL STAKES ACROSS PAHO AT ENDS, ONS, WTER EWES, TOE OF SLOPES, ,WO 5. COIR FIBER PATTING ITYPI DVERLAP1. TOP OF BANK 2' LOXG 2" K Y _ m c IT p h 2. NOOOEN ST MALL BE SPACED AT 5' CENTER AT THE TOP OF SLOPE. ]. BRWN TW AL SHALL BE NAPdY000 SPECIES, HOT 9E DETERIORATED AT E Tl OOANTTl CENTER ND00 BTAKf6 / 2" RALVAKIZED % 2 % 2' HARDWOOD STAKESITOPSPALL B. INSTALLED ADOfINO INIL KONG TNN OUTER EWES ITER OF BANKBAN. OF AT THE TOP TO OPE AN OOWM THE CENTER OF THE K WITH D O MLO NATTIM W%IN. s' S'AC OF [SHOULD RE. 5. W NOT IDLE WIR ITT- AVER BANKS M,EAE 80i TOP OF SLOPE �N ^ 4 1. PHTx BACKFILL[NOYR AND ARUMI BIDDY PATCHLK i IgEQNE LIFTS ME SPECT F ISO. C m0N LL CONxBLTI0N5 Ax0 WPS. T SLD BE NO GAP EIYEEN _ .. O O > CHV Z BOTTON OF NOODY TFRIK A STREANSEO. BOIL T IKESHILL BE USED O ILL GAPS. MATTING STAKING VIEW « mZ B �- S. POODv MATERIAL SHALL OVFRIwP. r O m']S N W O ClA Ov NSHALLAL SHL BEA 1OF 3 8. wWTAK 0[AYETERD A 1INIMM OF 10'0' IN [N LENGTH. PRO SED LL O U 4 O V N OK Z I. TIOODv NATERI B1NLL BE DENSLY PACKED TO FILL ANO O ECT STRE K TOE. TOP OF BANK �� T e. CONTRACTOR IS TO USE ,0' WIRE WIR FIBER PIR FIBER TTIND d TOE OF CHANNEL IRANKFULLI PLACE TENPIPERN SEED KONG OP OF BA WITH STRAW PHLCN UNDER "IR IRANKFuILI 2, TRENd AHO M tNO i0 WRAP SOfI LIFTS. 0 BEYOND TOP Of IRAxKFULLI PROPO$ED CHANNEL TOE PROPOSER fIBER YAii[NO TOP ON BRM( BRCItFILL 2. FILL W RIK SHALL BE COIPOBEO Of NATERIKS OBTAINEDONSITE AND APPROVED BY OESfdEP. IBAKKfULLI TREMLX AND BACKFILL -N fuu D. THE coxrRACTOx is r0 xEcwNluur cdPACT FILL MATERIAL WOP CO,VLETION OF EACH LIR. _ THE COxTTM TOR IS TO BR SH SEED ONTO THECO fFAE OF E —TIE SOILLIFTAFTER IT IS L I I I AP SOIL IN TNp LAVERS OF BW G/SY P ED EL TW ,SAO' SLOP AT SLOPE AS SIW OF CNAKxEL 3' LOM 2" K WOW STAKES WIR FIBER MCA NATTINOIFULLED T..H 2' % 2" K V' SEF RATE Z ACE TEMP/PER�U\ Tn STRAW WLNDER W[R x/ 2" W1. TIED g00fI. NAIL f.FIBER KEY WIR FIBER WT A NININUN OF SV�CED AT I CENTERS SEE WTTIxG RATE ANDIB NATTING 3.0' INTO BANK ABOVE BRUSH TW 1.0' 2.0' 2 f ILL NATERIK FAd ON-SITE .—LL ELEVATId PLAN VIEW .SECTION A -A eOTTaR to TO - DF NOTES: ROCK STEP STRUCTURE PDDUY NATCRT_ BANKFULL DEPTH W/ BOULDERS s 1.0' BELM INVERT ELEV. 1. ALL STONES ARE TO BE CLASS A PIP RAP, UNLESS OTHERWISE APPP(PEO By WSI6xER. SWLE:NTS .0 o. 4 lJ 10' MIN T. FILL GAPB BIT H SOIL 2' DES SHA, BE NATIVE y Z MPTERIK fed d SITE ON SMT wOLK, CUBIWL ON RECTANWLAP IN NATURE. DRS NAY BE NONE D- W REGTANWLANGTHENLCWICK. V dS O 3. FILTER FABRIC $HILBE PLACED AT LEAST 5' ^ BOULDERS �ISE W O Z INSTALLATION CROSS SECTION VIEW BENIN HEADER BOULDERS AND BACKFILLED NAATERLLL YIXTUNIE.MP B NATIVE CHANNEL CH 'S BANKS h } F NW Z STEP STRUCMF A,AY BEowE BOOKS A oTMFFfMOIHK: Ox THE SITE coNgIgHSTM ERANKFuTON / O M H m ANGLE NODDY 25'-30° (UPSTREAM) TOFIARCBW THE FLQf \� IS w z A 1 CROSS-SECTION BOULDER CNLTIVERCNANHEI TEPIAL I%TURE� I BpAWe Q TYPICAL INSTALLATION EneniE \ V g PLAN VIEW BWLOERTIE 0 0 BWGOER INTOTOP Of BANK 3' ToOOWSTRCAY CLASS A RIP RIP OF ER ECALWR X RATIVE CHANNEL l� \ 1tA ,lI MATERIAL NIITUNE NEAWP fL�y BWIDER ^ ,o m -n -le FL. CLEANBED EYAT1ON . ROSES CREEK II ml PLM I I Ei,ONTL DETAILS ' SECTION A -A — PLAN VIEW 1.2 ROSES CREEK REPAIR PLAN PERMIT DRAWING LEGEND O ROCK STEP Lozo m BRUSH TOE /"� STRUCTURE W CLASS B RIP RAP AS BUALIGNMENTS TVI OIv p FLOODPLAIN w`LL INTERCEPTOR 8 STATIONING <, ou u� �Z K INTERCEPTOR ROSES THALWEG ROCK L BANKFULL -VANE BANK REPAIR EPHEMERAL POOL JL Q Vn N N U z Q_ C l7 o m -n -ie ROSES CREEK upm RUN :RMRiRGWIN 1.3 LEGEND O ROCK STEP BRUSH TOE /"� STRUCTURE W CLASS B RIP RAP AS BUALIGNMENTS CREST FLOODPLAIN 8 STATIONING GAUGE INTERCEPTOR .____________ THALWEG ROCK L BANKFULL -VANE BANK REPAIR EPHEMERAL POOL A ROCK _ - E CONSERVATION CROSS VANE EASEMENT ROCK STEP X FENCE STRUCTURE W BOULDERS Q Vn N N U z Q_ C l7 o m -n -ie ROSES CREEK upm RUN :RMRiRGWIN 1.3 \.. v iv l' Al 30Lf EXTEND O �. .� \� rn / SOIL LIFT (S3) v MOVE ROCK STEP�-- \\ a J 14 STRUCTURE 17LF IMPACT (S2) �C-3 CREST -V V GAUGE - - OO END ROSES CREEK STA 42-t 22.56 F. 0 LEGEND ^_______ --------i- ASBUILT AUGNMENTS BRUSH TOE �. FLOODPLAIN INTERCEPTOR 8 STATIONING ------------ THALWEG /� ® \ ROCK —.E 6 BANK REPAIR BANKFULL -------- EPHEMERAL POOL PPPppL f \ ROCK ` CROSS VANE CONSERVATION EASEMENT ROCK STEP STRUCTURE w' X FENCE BOULDERS 7t1t mGAUGE CREST ^ ROCK STEP STRUCTURE w' CLASS B RIP RAP I z o �m ROSES CREEK REPMR PUN PERAYT DRAWIN 1.4 Vicinity Map Figure Roses Creek Stream Mitigation Site 2 F)"R 'CA Burke County, North Carolina N 0 4,700 9,400 14,100 18,800 W0. E Feet s i Cotl�ttsviilc ,x Project Site N = 777507.414 ` E = 1165074.925 �k Y +r�antan U.6 Glen fb_ ye, fa 3 Aiptrte -ia .A �; .. Salem 9.. Vicinity Map Figure Roses Creek Stream Mitigation Site 2 F)"R 'CA Burke County, North Carolina N 0 4,700 9,400 14,100 18,800 W0. E Feet s U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action ID: 2014-00517 County: Burke U.S.G.S. Quad: NC -Oak Hill NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: Robert and Martba Sisk Address: 3715 Sisk Farm Road Morganton, North Carolina 28655 Telephone Number: 828-437-3692 Size (acres): 17.33 Nearest Town: Morganton Nearest Waterway. Roses Creek Coordinates: 35.85027° N, -81.81975 oW River Basin/ HUC: Catawba Location description: The project area is located off Sisk Farm Road, Morganton, Burke County, North Carolina. Indicate Which of the Following Apply: A. Preliminary Determination X Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part331). If you wish, you may request an approved JD (which maybe appealed), by contacting the Corps district for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the JD. B. Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. _ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. _ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management to determine their requirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Tasha Alexander at 828-271-7980, ext. 226 or Tasba.l.alexander@usace.army.mil. C. Basis for Determination: The site contains wetlands as determined by the 1987 Corps of Engineers Wetland Delineation Manual and the Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and Piedmont Region(version 2.0). These wetlands are adjacent to stream channels located on the property that exhibit indicators of ordinary high water marks. The stream channels on the property are Roses Creek and three unnamed tributaries (UT). Roses creek eventually flows into the Catawba River. The Catawba River is located in the Santee watershed and eventually drains to the Atlantic Ocean. Specifically, the Catawba River joins the Santee -Cooper River in South Carolina before entering the Atlantic Ocean. Is a Section 10 water at the Mountain Island Lake Dam on Lake Wylie in Mecklenburg County. D. Remarks: The project site contains two wetlands (totaling approximately 0.10 acre) and 5,485 linear feet of perennial stream channel. Site visit was conducted on March 17, 2014. Representatives from EEP, USAGE, EPA, NCDWR, and USFWS were present. The jurisdictional features are referenced on the map labeled Figure 1, Jurisdictional Features Map, Roses Creek Stream Mitigation Site, submitted on October 17, 2014. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you must submit a completed RFA form to the following address: US Army Corps of Engineers South Atlantic Division Attn: Jason Steele, Review Officer 60 Forsyth Street SW, Room 10M15 Atlanta, Georgia 30303-8801 In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above within 60 days of the issued date below. "It is not necessary to bmit an rm to the Div 'on Office if you do of object to the determination in this correspondence. * * Corps Regulatory Official: ` IN s de Issue Date of JD: December 16, 2014 Expiration Date: N/A The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete our Customer Satisfaction Survey, located online at http://re ug latoa.usacesurvgy.com/. Copy furnished: ICA Engineering, Inc. Ben Furr 5121 Kingdom Way, Suite 100 Raleigh, North Carolina 27607 Paul Wiesner N.C. Ecosystem Enhancement Program 5 Ravenscroft Dr., Suite 102 Asheville, NC 28801 NOTIFICATION OF ADMnIISTRATIVE APPEAL OPTIONS AIN'D PROCESS AND REQUEST FOR APPEAL Applicant. Robert and Martha Sisk File Number: SAW -2014-00517 Date: December 16, 2014 Attached is: See Section below INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission) A PROFFERED PERMIT Standard Permit or Letter ofpermission) B PERMIT DENIAL C _ APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - ` he following identiifsees your rights and options regaling an administrative appeal of the above decision,. Additional information may be found at httn : fA',+.K°.usace.army_nuL','%ii1Zsion&0CiNilWorkRe�ulatcrEPrRmmgidPe t M?: or CvrarcguL�jior:s ai i3 CFR Part 331. A: INITIAL PROFFERED PERMIT: You may accept or object to the permit, • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. SF.CIrION II - REQU S7' FOR _APPE APPEAL or OBJI CTIONS *10 AN INI ll.kL PROFFERRI) PMfIT__ _ REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. PONT Or CONTACT FFR QUl=STJONS OR INFORMATION. If you have questions regarding this decision and/or the If you only have questions regarding the appeal process you may appeal process you may contact: also contact: District Engineer, Wilmington Regulatory Division, Mr. Jason Steele, Administrative Appeal Review Officer Attn: Tasha Alexander CESAD-PDO 828-271-7980 U.S. Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room l OM 15 Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investi ations. Date: Telephone number: Signature of appellant or agent. For appeals on Initial Proffered Permits send this form to: District Engineer, Wilmington Regulatory Division, Attn.: Tasha Alexander, 69 Darlington Avenue, Wilmington, North Carolina 28403 For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to: Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801 Phone: (404) 562-5137 ATTACHMENT A 4;: ?� - 1N PRELIMINARY JURISDICTIONAL DETERMINATION FORM ek • BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION (JD): B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD: Ben Furr - ICA Engineering, Inc. 5121 Kingdom Way, Suite 100, Raleigh, NC 27607 C. DISIR�T OF`l IC, ILE Nj/,- , AND-2a _N2D NUMBER: C/ D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Roses Creek - Sisk Fann Road, Morganton, NC (Stream Mitigation Project for NCEEP) (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Burke City: Morganton Center coordinates of site (lat/long in degree decimal format): Lat. 35.85027 ON; Long. -81.81975 f Universal Transverse Mercator: 17N Name of nearest waterbody: Rases creek Identify (estimate) amount of waters in the review area: Non -wetland waters: 5465 linear feet: 5 to 25 width (ft) and/or acres. Cowardin Class: R3UBM Stream Flow: Perennial Wetlands: 0.36 acres. Cowardin Class: PEM1 Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: Non -Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY): ❑ Office (Desk) Determination. Date: �eld Determination. Date(s): 3 r 1 % —1 zl SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply - checked items should be included in case file and, where checked and requested, appropriately reference sources below): ✓❑ Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: Jurisdictional Features Map, USGS Topographic Map, NRCS Soils Map ❑✓ Data eets prepared/submitted by or on behalf of the app consultant. Office concurs with data sheets/delineation report. Office does not concur with data sheets/delineation report. ❑ Data sheets prepared by the Corps: ❑ Corps navigable waters' study: ❑ U.S. Geological Survey Hydrologic Atlas: ❑ USGS NHD data ✓❑ USGS 8 and 12 digit HUC maps ❑✓ U.S. Geological Survey map(s). Cite scale & quad name:_ ❑✓ USDA Natural Resources Conservation Service Soil Survey. Citation: 2006- Soil Survey of Burke County, North Carolina. USDA. NRCS. ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s)- FEMA/FIRM maps: FEMA Map Number 3710176600J, Panel 1766, Effective Data 9/5/2007 ❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑✓ Photographs: ❑✓ Aerial (Name & Date): Taken by ICA with UAV -2014 or W1 Other (Name & Date): site Photographs taken by ICA- 2013, 2014 ❑ Previous determination(s). File no. and date of response letter: ❑ Other information (please specify): 2 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site, and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the permit applicant or other person who requested this preliminary JD has declined to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide General Permit (NWP) or other general permit verification requiring "pre -construction notification" (PCN), or requests verification for a non -reporting NWP or other general permit, and the permit applicant has not requested an approved JD for the activity, the permit applicant is hereby made aware of the following: (1) the permit applicant has elected to seek a permit authorization based on a preliminary JD, which does not make an official determination of jurisdictional waters;. (2) that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization, and that basing a permit authorization on an approved JD could possibly result in less compensatory mitigation being required or different special conditions; (3) that the applicant has the right to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit authorization; (4) that the applicant can accept a permit authorization and thereby agree to comply with all the terms and conditions of that permit, including whatever mitigation requirements the Corps has determined to be necessary; (5) that undertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the applicant's acceptance of the use of the preliminary JD, but that either form of JD will be processed as soon as is practicable; (6) accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in reliance on any form of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on the site affected in any way by that activity are jurisdictional waters of the United States, and precludes any challenge to such jurisdiction in any administrative or judicial compliance or enforcement action, or in any administrative appeal or in any Federal court; and (7) whether the applicant elects to use either an approved JD or a preliminary JD, that JD will be processed as soon as is practicable. Further, an approved JD, a proffered individual permit (and all terms and conditions contained therein), or individual permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary to make an official determination whether CWA jurisdiction exists over a site, or to provide an official delineation of jurisdictional waters on the site, the Corps will provide an approved JD to accomplish that result, as soon as is practicable. This preliminary JD finds that there °maybe°waters of the United States on the subject project site, and identifies all aquatic features on the site that could be affected by the proposed activity, based on the following information: IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corps and should not be relied upon for later jurisdictional determinations. LQ 6AW&C v i) C�u ature ahYdate of Sign re and date of ulatory Project Manager person requesting preliminary JD DUIRED) (REQUIRED, unless obtaining the signature is impracticable) 4 Table 1. Jurisdictional Features Table Site Number Latitude Longitude Cowardin Estimated Class of Class amount of aquatic aquatic resource resource in review area W1 35.8490 -81.81635 PEM1 0.26 acre Non -Section 10 wetland W2 35.85366 -81.82057 PEM1 0.1 acre Non -Section 10 Wetland Roses Creek 35.85027 -81.8197 R3UB1 3,388 linear Perennial feet Stream UT 1 35.85309 -81.82132 R3UB1/2 930 linear Perennial feet Stream UT 2 35.85116 -81.81927 R3UB1/2 609 linear Perennial feet Stream UT 3 35.84866 -81.81688 R3UB1/2 558 linear Perennial feet Stream Total Stream 5,485 linear feet Wetland 0.36 acre McKeithan, Katie From: Turner, Herb Sent: Thursday, April 17, 2014 8:33 AM To: Besler, Doug A. Cc: Deaton, Shannon L.; Wood, Chris J.; Russ, W. Thomas; Loftis, C. Scott; McKeithan, Katie Subject: RE: Roses Creek Stream Mitigation Site Doug, Thank you for your review and comments on the above referenced project. Regards, Herb W. Herbert Turner, Jr., PE, CFM ICA Engineering, Inc. 5121 Kingdom Way, Suite 100, Raleigh, NC 27607 T 919.851.6066 1 D 919.900.1640 From: Besler, Doug A. [maiIto: doug.besler(a)ncwildlife.org] Sent: Wednesday, April 16, 2014 2:50 PM To: Turner, Herb Cc: Deaton, Shannon L.; Wood, Chris J.; Russ, W. Thomas; Loftis, C. Scott Subject: Roses Creek Stream Mitigation Site Good afternoon Ms. McKeithan, I was forwarded your letter requesting review and comment on any possible issues that might emerge with respect to fish and wildlife associated with the proposed Roses Creek Stream Mitigation Project, Burke County, NC. I have reviewed the location map and consulted with several colleagues. In general, we support the stream restoration work and conservation easement as Roses Creek is severely degraded in many locations and this particular site looks to be a good location for stream restoration and enhancement activities. There are no trout resources at this location so we would not request the trout spawning moratorium. There are however, two State listed mussel species (Villosa delumbis & Alasmidonta varicosa) that have been located downstream in Warrior Fork by agency staff. We have not sampled the project location, but have plans to sample in the watershed, perhaps in 2014 if schedules allow. If mussels of concern are found on site, they could potentially be relocated during the construction phase and returned as conditions allow. Please let me know if you have any additional questions or if we can provide additional information. We look forward to commenting on the project as it enters permitting. Thanks, Doug Doug Besler Mountain Region Fisheries Supervisor North Carolina Wildlife Resources Commission 645 Fish Hatchery Rd. Marion, NC 28752 828-659-8684 Ext. 221 (Office) 919-818-7886 (Mobile) dou .b�(a,ncwildlife.org Email correspondence to and from this sender is subject to the N.C. Public Records Law and maybe disclosed to third parties.