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HomeMy WebLinkAbout20120313 Ver 1_Application_20120327STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTAUO BEVERLY EAVES PERDUE GOVERNOR March 13, 2012 U S Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28805 ATTN Ms Liz Hair NCDOT Coordinator o� 4141? 2, ��1 '✓ '�sq��sq 2 EUGENE A CONTI 7R SECRETARY ,0o . 3 Subject Application for Regional General Permit 198200031, Section 401 Water Quality Certification and Catawba Buffer Authorization for the proposed replacement of Bridge No 6 over the South Fork Catawba River on SR 2014 (North Main Street) in Gaston County, Federal Aid Project No BRSTP- 2014(3) Division 12, TIP No B -4752, Debit $240 00 WBS 38524 1 1 Dear Madam The North Carolina Department of Transportation ( NCDOT) proposes to replace Bridge No 6 over the South Fork Catawba River on North Main Street (SR 2014) Bridge No 6 will be replaced with a 442 feet long four -span bridge There will be 0 07 acre of permanent fill impact to the pond around the bridge site In addition there will be 0 01 acre of permanent fill impacts and 0 03 acre of hand clearing in wetlands The installation of a temporary work pad will incur 0 02 acre of temporary impacts to the river and 0 01 acre of temporary impacts to wetlands on the project site This project is located within the full pond elevation of Lake Wylie which is at 569 feet above mean sea level The main crossing is the South Fork Catawba River, however Lake Wylie is fed by the Catawba River mamstemjust upstream of the site therefore the 15A NCAC 02B 0243 regulations pertaining to the Catawba River Basin buffer rules apply This project will have 3 321 square feet of "allowable" impacts to zone 1 There will be 1,149 square feet of "allowable with mitigation" impacts to zone 1 and 492 square feet' allowable with mitigation" impacts to zone 2 for a total of 1,641 square feet of mltigable impacts According to the Catawba River buffer rules, bridges are allowable' Uses designated as allowable may proceed within the riparian buffer provided that there are no practical MAILING ADDRESS TELEPHONE 919 707 6100 LOCATION NC DEPARTMENT OF TRANSPORTATION FAX 919 -212 5785 PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1020 BIRCH RIDGE DRIVE 1598 MAIL SERVICE CENTER WEBSITE WWW NCDOT ORG RALEIGH NC 276104328 RALEIGH NC 27699 1598 t alternatives to the requested use pursuant to Sub Item (8)(a) of the Rule These uses require written authorization from the Division or the local government with approved riparian buffer ordinance Therefore NCDOT is hereby requesting written authorization for a Buffer Certification from the Division of Water Quality Please see enclosed copies of the Pre - Construction Notification (PCN) EEP acceptance letter Stormwater Management Plan, Permit Drawings Design Plans and Rapanos forms The Categorical Exclusion (CE) was completed in December 2011 and distributed shortly thereafter Additional copies are available upon request Comments from the North Carolina Wildlife Resources Commission ( NC)WRC) will be required prior to authorization by the Corps of Engineers By copy of this letter and attachments, NCDOT hereby requests NCWRC review NCDOT requests that NCWRC forward their comments to the Corps of Engineers and the NCDOT within 30 calendar days of receipt of this application This project calls for a letting date of August 21 2012 and a review date of July 3 2012 however, the let date may advance as additional funding becomes available A copy of this permit application and its distribution list will be posted on the NCDOT Website at http / /www ncdot org /doh/preconstruct/pe /neu/permrt html If you have any questions or need additional information please contact Jennifer Harrod at (919) 707 -6124 or j wharrod@ncdot gov Sincerely f'9/ J Thorpe, Ph D , Manager Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List F) O�oF W ATF9QG Office Use Only Corps action ID no DWQ project no Form Version 13 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit 1b Specify Nationwide Permit (NWP) number or General Permit (GP) number 198200031 1c Has the N WP or GP number been verified by the Corps? ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization le Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ❑ Yes ® No For the record only for Corps Permit ❑ Yes ® 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 ❑ No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2 Project Information 2a Name of project Replacement of Bridge No 6 over the South Fork Catawba River on SR 2014 (North Main Street) 2b County Gaston 2c Nearest municipality / town Cramerton 2d Subdivision name not applicable 2e NCDOT only T I P or state project no 8-4752 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No not appbcable 3c Responsible Party (for LLC i f applicable) not appbcable 3d Street address 1598 Mad Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6124 3g Fax no (919) 212 5785 3h Email address jwharrod @ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not applicable 4c Business name (if applicable) 4d Street address 4e City state zip 4f Telephone no 4g Fax no 4h Email address 5 Agent/Consultant Information (if applicable) 5a Name not appbcable 5b Business name (if applicable) 5c Street address 5d City state zip 5e Telephone no 5f Fax no 5g Email address B Project Information and Prior Project History 1 Property Identification la Property identification no (tax PIN or parcel ID) not appbcable 1 b Site coordinates (in decimal degrees) Latitude 35 23566 Longitude 81 65465 (DD DDDDDD) (DD DDDDDD) 1 c Property size 1 08 acres 2 Surface Waters 2a Name of nearest body of water (stream nver etc ) to South Fork Catawba River proposed project 2b Water Quality Classification of nearest receiving water South Fork Catawba River WS V 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 Heavy urban development around the site Vegetated riparian buffer along river and ponds identified as Piedmont Bottomoland Forest 3b List the total estimated acreage of all existing wetlands on the property 0 09 ac 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 86 3d Explain the purpose of the proposed project To replace a structurally deficient and functionally obselete structure 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing one 420 foot six span bridge with a 442 foot four span bridge at existing location over the South Fork Catawba River The bridge replacement will utilize an off site detour Standard road building equipment such as trucks dozers and cranes will be used 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past El Yes ®No ❑ Unknown Comments A Jurisdictional Determination memo to Liz Hair and Polly Lespmasse dated October 24 2011 requested that a written JD be issued at permit time 4b If the Corps made the jurisdictional determination what type Preliminary ❑ prelimina ❑ Final of determination was made 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company Name (if known) Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ❑Yes ®No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary la Which sections were completed below for your project (check all that apply) ® Wetlands ® 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 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ — non -404 other) (acres) Temporary Site 1 ® P ❑ T Bridge & Approach Bottomland Forest ® Yes ❑ No ® Corps ❑ DWQ 0 014 Site 1 ❑ POT Temporary Work Pad Bottomland Forest ® Yes ❑ No ® Corps ❑ DWQ 0 013 Site 1 ❑ P ❑ T ❑ Yes ❑ No ❑ Corps ❑ DWQ Site 2 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 3 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ Site 4 ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 2g Total wetland impacts 0 01 Permanent 0 01 Temporary 2h Comments There will be 0 03 acre of hand clearing in wetlands 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 3b 3c 3d 3e 3f 3g Stream impact Type of impact Stream name Perennial Type of Average Impact length number (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps 404 10 width Temporary (T) (INT)? DWQ — non -404 (feet) other) Site 1 ❑ P ® T Temporary South Fork ® PER ® Corps 120 200 0 02 ac Work Pad Catawba River ❑ INT ❑ DWQ Site 2 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 3 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 4 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 5 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ Site 6 ❑ P ❑ T ❑ PER ❑ Corps ❑ INT ❑ DWQ 3h Total stream and tributary impacts 0 Perm 0 02 ac Temp 31 Comments 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 indiv ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary 01 ® P ❑ T Bridge & Approach Fill Pond 007 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts 0 07 Permanent 0 Temporary 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ No If yes permit ID no 51 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 ❑ Neuse ❑ Tar Pamlico ❑ Other Project is in which protected basin? ® Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary required? 61 ®P ❑ T Road Crossing South Fork Catawba River ® Nos 35 131 ® P [--IT Bridge South Fork Catawba River ® Nos 91 B2 ®P ❑ T Bridge South Fork Catawba River ® No 28 B2 ®P ❑ T Bridge South Fork Catawba River ® Nos 3167 B3 ®P ❑ T Road impacts other than crossings w/ surface South Fork ® Yes 1149 492 waters Catawba River El No 6h Total buffer impacts 4470 492 61 Comments Although not on the mainstem Catawba River buffer rules apply to this project Lake Wylie is fed by the Catawba River and the project site falls within the full pond elevation of Lake Wylie of 569 feet above mean sea level 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 replacement bridge for No 6 is 22 feet longer than the existing bridge Deck drains are absent therefore stormwater will not be directly discharged in the South Fork Catawba River An off site detour will be used 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Standard construction techniques apply Bridge No 6 is constructed entirely of concrete and steel and shoul be possible to remove with no resulting debris in the water based on standard demolition practices 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 ❑ No If no explain 2b If yes mitigation is required by (check all that apply) ® DWQ ❑ Corps 2c If yes which mitigat ion 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 not applicable 3b Credits Purchased (attach receipt and letter) Type 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 0 linear feet 4c If using stream mitigation stream temperature ❑ warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) Zone 1 1149 Zone 2 492 square feet 4e Riparian wetland mitigation requested 0 01 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 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 ❑ 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) Road impacts other than Zone 1 crossings w/ surface 1149 3 (2 for Catawba) 2298 waters Road impacts other than Zone 2 crossings w/ surface 492 1 5 738 waters 6f Total buffer mitigation required 3036 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) The Ecosystem Enhancement Program (EEP) will be providing buffer mitigation for this project 6h Comments E Stormwater Management and Diffuse Flow Plan (required by DWQ) 1 Diffuse Flow Plan 1a Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No within one of the NC Riparian Buffer Protection Rules? 1b If yes then is a diffuse flow plan included? If no explain why ®Yes El No Comments see the Stormwater Management Plan attached 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan see attached permit drawings ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ® DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? not applicable ❑ Phase II 3b Which of the following locally implemented stormwater management programs ❑ NSW ❑ 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 4a Which of the following state - implemented stormwater management programs apply ❑ HQW (check all that apply) ❑ ORW ❑ Session Law 2006 246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No attached? see attached permit drawings 5 DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A 10 F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? lb 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 ❑ 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 ® No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after the fact permit application? ❑ Yes ® 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 ❑ Yes additional development which could impact nearby downstream water quality? ® No 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 Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary 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 not applicable 11 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Will this project occur in or near an area with federally protected species or ® Yes ❑ No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? El Raleigh 5c If yes Intl icate the USFWS Field Office you have contacted ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS T/E County Listings and habitat decriptions per the USFWS website The only T/E species listed with habitat in the project study area is Schweinitz s sunflower last surveyed September 28 2011 and has a biological conclusion of No Effect No habitat is present for the Bog turtle 6 Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitats ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 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 ® 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? NEPA Documentation 8 Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA designated 100 year floodplain? ® Yes ❑ No 8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA 8c What source(s) did you use to make the floodplain determination? FEMA Maps 3 N IZ Dr Gregry J Thorpe, PhD Date Applicant/Agent s Printed Name A pll t/Agent s Signature (Agent s signature is valid only 9 an authorization letter from the applicant is provided 12 r I'*-- 4l;J co item �� ,� Pill 1��0- fleD PROGRAM March 6 2012 Mr Gregory J Thorpe PhD Environmental Management Director Project Development and Environmental Analysts Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh North Carolina 27699 1548 Dear Dr Thorpe Subject EEP Mitigation Acceptance Letter B -4752 Replace Bridge Number 6 on SR 2014 over the South Fork Catawba River Gaston County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the riparian wetland mitigation and buffer mitigation for the subject project Based on the information supplied by you on February 22 and March 6 2012 the impacts are located in CU 03050102 of the Catawba River Basin in the Southern Piedmont (SP) Eco Region and are as follows Stream and Wetlands River Basin CU Location Eco- Region Stream Wetlands Cold Cool Warm Riparian Non Coastal Riparian I Marsh Impacts Catawba 03050102 SP 0 0 0 001 0 0 All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer Fund The NCDOT will be responsible to ensure that appropriate compensation for the additional buffer mitigation will be provided in the agreed upon method of fund transfer Upon receipt of the NCDWQ s Buffer Authorization Certification EEP will transfer funds from NCDOT ILF Fund into the Riparian Buffer ILF Fund Upon completion of transfer payment NCDOT will have completed its riparian buffer mitigation responsibility for B4752 Subsequently EEP will conduct a review of current NCDOT ILF mitigation projects in the river basin to determine if available buffer mitigation credits exist If there are buffer mitigation credits available then the Riparian Buffer ILF Fund will purchase the appropriate amount of buffer mitigation credits from NCDOT ILF Fund The buffer impacts and anticipated buffer mitigation credits needed are as follows Dr Thorpe March 6 2012 TIP Number B 4752 Page Two Buffer River Basin CU Location Eco Region Buffer Zone 1 Zone 2 TOTAL Impacts Catawba 03050102 SP 1149 492 1641 Mdlgation Catawba 03060101 SP 2 298 738 3 036 EEP commits to implementing sufficient compensatory riparian wetland mitigation credits and buffer mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies in accordance with the N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP If you have any questions or need additional information please contact Ms Beth Harmon at 919 715 1929 Sincerely Mlc4del Ellison EEP Deputy Director Cc Ms Liz Hair USACE — Asheville Regulatory Field Office Mr Brian Wrenn NC Division of Water Quality File B4752 Kutora!l Pro" Our .fta& -�4 IF WRA North Carolina Ecosystem Enhancement Program 1652 Mad Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net $$$$$SYSTIME$$$$$ ccc�xacaxaxaaaanrtia�aa��� $��QS;$$$� $$$$USERNAME$$$$ 09/08/99 CONTRACT: TIP PROJECT: B -4752 4 S r-- O z v O / V' z vl i °O Q 91 i cmi w ?CA r c = m o c 3c III n r m , gD u m ° -4 ° b p r x k DO ONtu F m m� o Z -ply ,� WO CO) ° -n J D pr <NC Z O • DA II II II II II II �' D m _ :o m O CA v n DOWOC) CVACA a y O z _ z In -+mm 0 OZZ w o _ = Y m { Z° Z CA -a c> -4 \� ` -n O � o 0 C) � ii y CA 8 co N I P xa / box n� 0 r y +� p cm ZA ca V O n CO ve� C3 M + I z F � N C { m CWJ 1 k o m x� a � G 00 ti °°`m n x O I mo N N N y N jmm y '0 A t V al CA "O a b S o o N A A y t0 � Cti � r a� lr U O O O m '� 111�iyyyi A G � o L. 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IM ..'.r1 1111... 0.11.. .moms 1111 . .1 Bosom Bosom . ■ .11 _= M 1111 wl ■1111 ■1111 ■1111.. •:vn .0 s11un ■1111 .rn 1111 .rl 011.11 1111, 1111. ..0110 . 1111 ' nu 1111. ...0 1111. ruu f—` APPROVED JURISDICTIONAL DETERMINATION FORM U S Army Corps of Engineers This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook SECTION I BACKGROUND INFORMATION A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD) B DISTRICT OFFICE FILE NAME AND NUMBER B -4752 (Replacement of Bridge No 6 on SR 2014) C PROJECT LOCATION AND BACKGROUND INFORMATION State NC County/pansh/borough Gaston City Cramerton Center coordinates of site (lat/long in degree decimal format) Lat 35 14 09 t4 Long 81 03 58 W Universal Transverse Mercator Name of nearest waterbody South Fork Catawba River Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows South Fork Catawba River because in backwaters of Lake Wylie which is Section 10 water Name of watershed or Hydrologic Unit Code (HUC) 03050102 Check if map /diagram of review area and/or potential jurisdictional areas islare available upon request Q Check if other sites (e g offstte mitigation sites, disposal sites etc ) are associated with this action and are recorded on a different JD form D REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY) Office (Desk) Determination Date Field Determination Date(s) SECTION 11 SUMMARY OF FINDINGS A RHA SECTION 10 DETERMINATION OF JURISDICTION There rasa navigable waters of the US within Rivers and Harbors Act (RHA) junsdiction (as defined by 33 CFR part 329) in the review area lRequireal © Waters subject to the ebb and flow of the tide 14 Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce Explain South Fork Catawba river is open and navigable from project area to Catawba River B CWA SECTION 404 DETERMNATION OF JURISDICTION There waters of the US within Clean Water Act (CWA) junsdiction (as defined by 33 CFR part 328) in the review area [Required) 1 Waters of the U S a Indicate presence of waters of U S in review area (check all that apply) 2 TNWs including territorial seas Wetlands adjacent to TNWs Relatively permanent waters2 (RPWs) that flow directly or indirectly into TNWs Non RPWs that flow directly or indirectly into TNWs Wetlands directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs Impoundments of jurisdictional waters Isolated (interstate or intrastate) waters, including isolated wetlands b Identify (estimate) size of waters of the U S in the review area Non wetland waters 84 linear feet 60 300 width (ft) and/or acres Wetlands 0 09 acres c Limits (boundaries) of jurisdiction based on ON Elevation of established OHWM (if known) 2 Non regulated waters/wetlands (check if applicable) 3 G1 Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional Explain i Boxes checked below shall be supported by completing The appropriate sections in Section III below 2 For purposes of this form an RPW is defined as a tributary that is not a TNW and that typically flows year round or has continuous flow ad least seasonally (e g typically 3 monfis) 3 Supporting documentation is presented in Section 111 F SECTION III CWA ANALYSIS A TNWs AND WETLANDS ADJACENT TO TNWs The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW, complete Section IILA 1 and Section III D 1 only, if the aquatic resource is a wetland adjacent to a TNW complete Sections MA 1 and 2 and Section III D 1 otherwise see Section III B below 1 TNW Identify TNW South Fork Catawba River Summarize rationale supporting determination South Fork Catawba River is open and navigable from project area to Catawba River In an a mail dated January 30 2008 Steve Lund explained that all of Lake Wylie is section 10 up to full pond elevation Since this project falls within the backwaters of Lake Wylie the South Fork Catawba River within the project site is considered a TNW Wetland adjacent to TNW Summarize rationale supporting conclusion that wetland is "adjacent B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY) This section summarizes information regarding characteristics of the tributary and its adjacent wetlands if any and it helps determine whether or not the standards for jurisdiction established under Roponos have been met. The agencies will assert jurisdiction over non navigable tributaries of TNWs where the tributaries are "relatively permanent waters" (RPWs), i e tributaries that typically flow year round or have continuous flow at least seasonally (e.g typically 3 months) A wetland that directly abuts an RPW is also jurisdictional If the aquatic resource is not a TNW, but has year -round (perennial) flow skip to Section III D 2 If the aquatic resource is a wetland directly abutting a tributary with perennial flow skip to Section III D 4 A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and EPA regions will include in the record any available information that documents the existence of a significant nexus between a relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even though a significant nexus finding is not required as a matter of law If the waterbody" is not an RPW or a wetland directly abutting an RPW a JD will require additional data to determine if the waterbody has a significant nexus with a TNW If the tributary has adjacent wetlands the significant nexus evaluation must consider the tributary in combination with all of its adjacent wetlands This significant nexus evaluation that combines, for analytical purposes the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is the tributary or its adjacent wetlands or both If the JD covers a tributary with adjacent wetlands, complete Section IILB 1 for the tributary Section III B.2 for any onsite wetlands, and Section M B3 for all wetlands adjacent to that tributary, both onsite and offsrte The determination whether a significant nexus exists is determined in Section III C below 1 Characteristics of non -TNWs that flow directly or indirectly into TNW (i) General Area Conditions Watershed size 4 09 _ Drainage area 4 09 FAQ Average annual rainfall 44 8 inches Average annual snowfall inches (n) Physical Characteristics (a) Relationship with INK ® Tributary flows directly into TNW ❑ Tributary flows through tributaries before entering TNW Project waters are " v river miles from TNW Project waters are river miles from RPW Project waters are M aerial (straight) miles from TNW Project waters are aerial (straight) miles from RPW Project waters cross or serve as state boundaries Explain ` Note that the Instructional Guidebook contams additional information regarding swales, ditches washes and erosional features generally and in the and West Identify flow route to TNW5 Tributary stream order if known (b) General Tnbutary Characteristics (check all that apply) Tributary is ® Natural ❑ Artificial (man made) Explain ❑ Manipulated (man altered) Explain Tributary properties with respect to top of bank (estimate) Average width 200 300 feet Average depth 2-4 feet Average side slopes VSI�j Primary tributary substrate composition (check all that apply) ® Silts ® Sands ❑ Concrete ❑ Cobbles ❑ Gravel ❑ Muck ❑ Bedrock ❑ Vegetation TypeP /o cover ❑ Other Explain Tributary condition/stability [e g highly eroding sloughing banks] Explain medium erosion. Presence of run/riffle/pool complexes Explain stream portion is very short before becoming Cramer Pond Tributary geometry 9V-dV r,4a Tributary gradient (approximate average slope) % (c) Flow Tributary provides for 11 Estimate average number of flow events in review area/year Describe flow regime Other information on duration and volume Surface flow is � Characteristics Subsurface flow >[i Explain findings ❑ Dye (or other) test performed Tributary has (check all that apply) ® Bed and banks ® OHWM6 (check all indicators that apply) ® clear natural line impressed on the bank ❑ the presence of litter and debns ❑ changes in the character of soil ❑ destruction of terrestrial vegetation ❑ shelving ❑ the presence of wrack line ® vegetation matted down bent, or absent ❑ sediment sorting ❑ leaf litter disturbed or washed away ® scour ❑ sediment deposition ❑ multiple observed or predicted flow events ❑ water staining ❑ abrupt change in plant community ❑ other (list) ❑ Discontinuous OHWM 7 Explain If factors other than the OHWM were used to determine lateral extent of CWA junsdiction (check all that apply) ❑ High Tide Line indicated by Q Mean High Water Mark indicated by ❑ oil or scum line along shore objects ❑ survey to available datum ❑ fine shell or debns deposits (foreshore) ❑ physical markings ❑ physical markings/charactenstics ❑ vegetation lines/changes in vegetation types ❑ tidal gauges ❑ other (list) (iii) Chemical Characteristics Characterize tributary (e g water color is clear discolored oily film water quality general watershed charactenstics etc ) Explain Medium clarity weak flow 5 Flow route can be described by identifying e g tributary a, which flows through the review area, to flow into tributary b which then flows into TNW 6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g where the strewn temporarily flows underground, or where the OHWM has been removed by development or agnculkiral practices) Where there is a break in the OHWM that is unrelated to the waterbody s flow regime (e g flow over a rock outcrop or through a culvert) the agencies will look for indicators of flow above and below the break ']bid Identify specific pollutants if known Adjacent to the project study area is the Eagle Road Wastewater Treatment Plant, which is considered a National Pollutant Discharge Elimination System (NPDES) mayor discharger The wastewater treatment plant services the town of Cramerton and is licensed under permit number NC0006033 (iv) Biological Characteristics Channel supports (check all that apply) ® Riparian corridor Characteristics (type average width) ❑ Wetland fringe Characteristics ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally sensitive species Explain findings ❑ Aquatic/wildlife diversity Explain findings 2 Characteristics of wetlands adjacent to non TNW that flow directly or indirectly into TNW (i) Physical Characteristics (a) General Wetland Characteristics Properties Wetland size W 1 a 0 01 ac W2a 0 22 acres Wetland type Explain both are Bottomland Forest Wetland quality Explain Wetland Rating Worksheet W 1 a 42 and W2a 47 Project wetlands cross or serve as state boundaries Explain No (b) General Flow Relationship with Non TNW Flow ist " Explain Surface flow is OWN Characteristics Subsurface flow ,, Explain findings ❑ Dye (or other) test performed (c) Wetland Adjacengy Determination with Non TNW ❑ Directly abutting ® Not directly abutting ® Discrete wetland hydrologic connection Explain both wetlands border what are labeled as ponds on the site so they are not directly abutting a stream channel Cramer Pond has a clear stream at the output end of the pond connecting directly to the S Fork Catawba River ❑ Ecological connection Explain ❑ Separated by berm/barrier Explain (d) Proximity (Relations) to TNW Project wetlands are river miles from TNW Project waters are aerial (straight) miles from TNW Flow is from _ Estimate approximate location of wetland as within the 1(e floodplain (u) Chemical Characteristics Characterize wetland system (e g water color is clear brown oil film on surface water quality general watershed characteristics etc ) Explain water color is fairly clear Identify specific pollutants, if known Adjacent to the project study area is the Eagle Road Wastewater Treatment Plant, which is considered a National Pollutant Discharge Elimination System (NPDES) major discharger The wastewater treatment plant services the town of Cramerton and is licensed under the permit number NC0006033 (iii) Biological Characteristics Wetland supports (check all that apply) ® Riparian buffer Characteristics (type average width) ® Vegetation type/percent cover Explain Tear thumb giant cane ,jewelweed and false nettle ❑ Habitat for ❑ Federally Listed species Explain findings ❑ Fish/spawn areas Explain findings ❑ Other environmentally sensitive species Explain findings ❑ Aquatic/wildlife diversity Explain findings 3 Characteristics of all wetlands adjacent to the tributary (if any) # w� All wetland(s) being considered in the cumulative analys 1P is ckIaos4 Approximately ( ) acres in total are being considered in the cumulative analysis For each wetland specify the following Directly abuts? (Y/N) Size (in acres) Directly abuts9 (Y/N) Size (in acres) Summarize overall biological chemical and physical functions being performed C SIGNIFICANT NEXUS DETERMINATION A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed by any wetlands adjacent to the tributary to determine if they significantly affect the chemical physical, and biological integrity of a TNW For each of the following situations, a significant nexus exists if the tributary in combination with all of its adjacent wetlands has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW Considerations when evaluating significant nexus include but are not limited to the volume, duration and frequency of the flow of water in the tributary and its proximity to a TNW and the functions performed by the tributary and all Its adjacent wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e g between a tributary and its adjacent wetland or between a tributary and the TNW) Similarly the fact an adjacent wetland lies within or outside of a floodplam is not solely determinative of significant nexus Draw connections between the features documented and the effects on the TNW as identified in the Rapanos Guidance and discussed in the Instructional Guidebook. Factors to consider include for example • Does the tributary in combination with its adjacent wetlands (if any) have the capacity to carry pollutants or flood waters to TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9 • Does the tributary in combination with its adjacent wetlands (►f any) provide habitat and 1►fecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9 • Does the tributary in combination with its adjacent wetlands (if any) have the capacity to transfer nutrients and organic carbon that support downstream foodwebs? • Does the tributary in combination with its adjacent wetlands (if any) have other relationships to the physical chemical, or biological integrity of the TNW9 Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented below Significant nexus findings for non RPW that has no adjacent wetlands and flows directly or indirectly into TNWs Explain findings of presence or absence of significant nexus below based on the tributary itself then go to Section III D Significant nexus findings for non RPW and its adjacent wetlands where the non RPW flows directly or indirectly into TNWs. Explain findings of presence or absence of significant nexus below based an the tributary in combination with all of its adjacent wetlands then go to Section ULD 3 Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW Explain findings of presence or absence of significant nexus below based on the tributary in combination with all of its adjacent wetlands, then go to Section III D The two wetlands are located on the outskirts of two ponds where the larger pond has an RPW flowing in and out, the outfall flows directly into the South Fork Catawba River The larger wetland serves as the main hydrologic connection between the two ponds which then connects them to the South Fork Catawba River Both wetlands and the RPW are within the floodplam of the South Fork Catawba River and received periodic overbank flooding. D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY) TNWs and Adjacent Wetlands Check all that apply and provide size estimates in review area TNWs 2201mear feet 120 300 width (ft) Or acres Wetlands adjacent to TNWs W la 0 01 W2a 0 22 acres RPWs that flow directly or indirectly into TNWs Tributaries of TNWs where tributaries typically flow year round are jurisdictional Provide data and rationale indicating that tributary is perennial the UT to the South Fork Catawba River is a blue line on the topo and has had clear flow during each site visit. Tributaries of TNW where tributaries have continuous flow seasonally (e g typically three months each year) are jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows seasonally Provide estunates for jurisdictional waters to the review area (check all that apply) ® Tributary waters 2501mear feet 350 width (ft) Other non wetland waters 126 acres Identify type(s) of waters Pond directly abutting a TNW (South Fork Catawba River) Non RPWss that flow directly or indirectly into TNWs El Waterbody that is not a TNW or an RPW but flows directly or indirectly into a TNW and it has asignificant nexus with a TNW is jurisdictional Data supporting this conclusion is provided at Section III C Provide estimates for junsdictional waters within the review area (check all that apply) Tributary waters linear feet width (ft) Other non wetland waters acres Identify type(s) of waters Wetlands directly abutting an RPW that flow directly or indirectly into TNWs Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands El Wetlands directly abutting an RPW where tributaries typically flow year round Provide data and rationale indicating that tributary is perennial in Section III D 2 above Provide rationale indicating that wetland is directly abutting an RPW Wetlands directly abutting an RPW where tributaries typically flow seasonally Provide data indicating that tributary is seasonal in Section III B and rationale in Section III D 2 above Provide rationale indicating that wetland is directly abutting an RPW Provide acreage estimates for jurisdictional wetlands in the review area acres Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs Wetlands that do not directly abut an RPW but when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands have a significant nexus with a TNW are junsidictional Data supporting this conclusion is provided at Section III C Provide acreage estimates for jurisdictional wetlands in the review area Wla 0 01 and W2a 0 22 acres Wetlands adjacent to non RPWs that flow directly or indirectly into TNWs Wetlands adjacent to such waters and have when considered in combination with the tributary to which they are adjacent and with similarly situated adjacent wetlands have a significant nexus with a TNW are jurisdictional Data supporting this conclusion is provided at Section III C Provide estimates for jurisdictional wetlands in the review area acres Impoundments of Jurisdictional waters' As a general rule the impoundment of a jurisdictional tributary remains jurisdictional Q Demonstrate that impoundment was created from waters of the U S or Demonstrate that water meets the criteria for one of the categories presented above (1-6) or al Demonstrate that water is isolated with a nexus to commerce (see E below) ISOLATED [INTERSTATE OR INTRA STATE] WATERS, INCLUDING ISOLATED WETLANDS THE USE DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY SUCH WATERS (CHECK ALL THAT APPLY) 10 Q which are or could be used by interstate or foreign travelers for recreational or other purposes 'See Footnote # 3 9 To complete the analysis refer to the key in Section III D 6 of the Instructional Guidebook 10 Prior to asserting or declining CWA jurisdiction based solely on this category Corps Districts will elevate the action to Corps and EPA HQ for review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Ad lurisdiedon Following Rapanos. ® from which fish or shellfish are or could be taken and sold in interstate or foreign commerce ❑ which are or could be used for industrial purposes by industries in interstate commerce ® Interstate isolated waters Explain Q Other factors Explain Identify water body and summarize rationale supporting determination Provide estimates for junsdict►onal waters in the review area (check all that apply) ❑ Tributary waters linear feet widt h (ft) ❑ Other non wetland waters acres Identify type(s) of waters Wetlands acres F NON - JURISDICTIONAL WATERS INCLUDING WETLANDS (CHECK ALL THAT APPLY) If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers Wetland Delineation Manual and/or appropriate Regional Supplements Q Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce ❑ Prior to the Ian 2001 Supreme Court decision in "SWANCC the review area would have been regulated based solely on the "Migratory Bird Rule (MBR) Waters do not meet the Significant Nexus standard where such a fmdmg is required for junsdiction Explain Other (explain if not covered above) Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of junsdict►on is the MBR factors (i a presence of migratory birds presence of endangered species, use of water for irrigated agriculture) using best professional udgment (check all that apply) Non wetland waters (i a rivers streams) 1► near feet width (ft) ® Lakes/ponds acres Other non wetland waters acres List type of aquatic resource s Wetlands acres Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus standard, where such a finding is required for jurisdiction (check all that apply) Non wetland waters (► a rivers, streams) h near feet, width (ft) Lakestponds acres Other non wetland waters acres List type of aquatic resource Wetlands acres SECTION IV DATA SOURCES A SUPPORTING DATA Data reviewed for JD (check all that apply checked items shall 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 Data sheets prepared/submitted by or on behalf of the applicant/consultant. ❑ Office concurs with data sheets/delmeation report ❑ Office does not concur with data sheets/delmeat►on 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 Q USDA Natural Resources Conservation Service Soil Survey Citation National wetlands inventory map(s) Cite name StateJLocal wetland inventory map(s) FEMA/FIRM maps 100 -year Floodplain Elevation is (National Geodectic Vertical Datum of 1929) Photographs ❑ Aerial (Name & Date) or ❑ Other (Name & Date) Q Previous determination(s) File no and date of response letter Applicabletsupporting case law Applicable /supporting scientific literature Other information (please specify) Buffer Drawing Sheet.lL_of�_ N w O � Z W � N O N W LL U m U) =m NO W O v z- Ua o N � N LL N iyZ 00 m F W Q U O� v 00 O� � w v a J CD Z N N Q LU � N F- N Z O N O � Q i- J ~ N C U m � a � Z� o N Q � M Of N fro A �/� Z x � � 0-1 cq N C C O ° J J ~ Q N- N m 0. 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