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HomeMy WebLinkAbout20130680 Ver 1_401 Application_2013071320130680 Mitchell Environmental. P.A. PRE- CONSTRUCTION NOTIFICATION APPLICATION for GLENCROFT TOWNHOMES WAKE COUNTY, NORTH CAROLINA Submitted to: US Army Corps of Engineers 3331 Heritage Trade Drive - Suite 105 Wake Forest, NC 27587 and � 1 NC Division of Water Quality -� WBSCP Unit 512 North Salisbury Street Raleigh, NC 27601 Prepared for: Cary Glen LLC Mr. J.G. Loftin, Jr. 8310 Bandford Way Raleigh, NC 27615 -2752 Prepared by: Scott Mitchell, PE, LSS DATE: July 1, 2013 PROJECT NO.: 0912 I-EMRE.0- e�2013 PO Box 341 Fuquay- Varina, North Carolina 27526 Ofjrce: 919 - 557 -4682 Fax: 919 -557 -4683 P PCN Mitchell Environmental, P.A. July 1, 2013 Mr. David Shaeffer Ms. Jennifer Burdette US Army Corps of Engineers Division of Water Quality Raleigh Regulatory Field Office WBSCP Unit 3331 Heritage Trade Drive, Suite #105 512 North Salisbury Street Wake Forest, NC 27587 Raleigh, NC 27601 Re: Glencroft Townhomes Subdivision Pre - Construction Notification Application Cary, NC - Wake County Dear Mr. Shaeffer and Ms. Burdette: Attached is a complete PCN Application package and Jurisdictional Determination for the proposed Glencroft Townhomes Subdivision. Glencroft Townhomes is located on Cary Glenn Road just south of Carpenter Fire Station Road in Cary, NC. This site is located in Wake County (PIN.- 0735 -03- 5058). The 25.89 acre site will be developed into a residential subdivision for 150 townhomes. Proposed impacts to jurisdictional areas of this site include two road crossings on two different stream channels as shown on the attached maps. Stream impacts total 148 linear feet. Impacts to jurisdictional areas have been minimized to the maximum extent practicable. The road system has been designated to cross each channel at a perpendicular angle and located so as to minimize the amount of fill needed to cross the stream valleys. Custom headwalls and endwalls will be constructed in order to minimize impacts, as well. Do not hesitate to call me if you have any questions or concerns regarding the attached PCN Application or if you need any additional information. Thank you. Sincerely, G Scott Mitchell, PE, LSS O0 Keely Lane PO Box 341 Fuguay- Varina, North Carolina 27526 0ffice: 919 -557 -4682 Fax: 919 - 557 -4683 ol- 2b1?✓ ot WA 229 c o � Office Use Only: Corps action ID no. DWQ project no. Form Version 1.4 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: ® Section 404 Permit ❑ Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number. 1c. Has the NWP 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 in4leu 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 1h below. ❑Yes ®No 1 h. is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No 2. Project Information 2a. Name of project: Glencroft Townhomes 2b. County: Wake 2c. Nearest municipality / town: Cary 2d. Subdivision name: Glencroft Townhomes 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Cary Glen LLC 3b. Deed Book and Page No. 15144, 1579 3c. Responsible Party (for LLC if applicable): J.G. Loftin, Jr. 3d. Street address: 8310 Bandford Way 3e. City, state, zip: Raleigh NC, 27615 -2752 3f. Telephone no.: (919) 870 -9711 3g. Fax no.: 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a. Applicant is: ❑ Agent ❑ Other, specify: 4b. Name: 4c. Business name (if applicable): 4d. Street address: 4e. City, state, zip: 4f. Telephone no.: 4g. Fax no.: 4h. Email address: S. Agent(Consultant Information (if applicable) 5a. Name: Scott Mitchell 5b. Business name (if applicable): Mitchell Environmental, PA 5c. Street address: 1501 Lakestone Village Lane Suite 205 5d. City, state, zip: Fuquay- Vadna, NC 27526 5e. Telephone no.: 919 - 557 -4682 5f. Fax no.: 919 - 557 -4683 5g. Email address: scott@mitchellevironmental.com Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a. Property identification no. (tax PIN or parcel ID): 10735036058 1b. Site coordinates (in decimal degrees): I Latitude: 35.877639 Longitude: - 78.787472 1c. Property size: 25.89 acres 2. Surface Waters 2a. Name of nearest body of water to proposed project: UT to Panther Creek 2b. Water Quality Classification of nearest receiving water. WS -IV, NSW 2c. River basin: Cape Fear 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 moderately to heavily wooded with relief of approximately 58 feet. The site Is bordered on the west by an existing apartment complex, and by undeveloped wooded areas to the north, south, and east. The central/southeast comer portions of the site slope downward toward a drainage feature used primarily for surface water runoff, which bisects the site from the southwestem comer to the northeastem comer. 3b. List the total estimated acreage of all existing wetlands on the property: 0 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 1,245 3d. Explain the purpose of the proposed project: Development of attached residential dwelling subdivisions. 3e. Describe the overall project in detail, including the type of equipment to be used: Project will provide 150 single family attached homes on a currently undeveloped property. All equipment used will be common construction machinery 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ro'ect (including all prior phases) in the past? ❑ Yes ® No ❑ Unknown Comments: 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): Agency /Consultant Company: I Other: 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. S. Project History 5a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑Yes ®No ❑Unknown 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. 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 ® 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 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 - UV3 - 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 Fill UT1 - Panther Creek INT DWQ 4.5 97 S2 P Fill UT2 - Panther Creek INT DWQ 4.5 51 S3 - Choose one S4 - Choose one - - S5 - Choose one _ - S6 - Choose one - - 3h. Total stream and tributary impacts 148 3i. Comments: 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 individually list all open water impacts below. 4a. Open water Impact number Permanent (P) or Temporary 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 O4 - Choose one Choose 4f. Total open water impacts 4g. Comments: 5. Pond or Lake Construction If Pond or lake construction proposed, the complete the chart below. 5a. Pond ID number 5b. Proposed use or purpose of pond 5c. Wetland Impacts (acres) 5d. Stream Impacts (feet) 5e. Upland (acres) Flooded Filled Excavated Flooded I 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: Si. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWO) 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 mitt ation 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 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. To minimize proposed impacts custom headwalls and endwalls will be constructed. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Headwalls and endwalls will be taller than normal. 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 2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps 2c. If yes, which mitigation option will be used for this proles ❑ Mitigation bank ❑Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete N Using a Mitloation 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 Makina a Payment to In4lou 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 Pennifte 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 buffer mitigation? 0 Yes ® No 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. Zone 6c. Reason for impact 6d. Total impact (square feet) Multiplier 6e. Required mitigation (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 ® 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? 40.4% 2b. Does this project require a Stormwater Mana ement 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: There will be 8 stormwater BMPs constructed to handle the stormwater from this property. The Town of Cary will review the plan and submit it to the DWQ for issuance. 2e. Who will be responsible for the review of the Stormwater Management Plan? Town of Cary 3. Certified Local Government Stormwater Review 3a. In which local government's jurisdiction is this roject? Town of Cary ❑ 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 ❑HOW 4a. Which of the following state - implemented stormwater management programs apply ORW (check all that apply): HSession Law 2006 -246 []Other 4b. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes ® No attached? S. 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) la. Does the project involve an expenditure of public (federal/state/local) funds or the ❑ Yes ® No use of public (federaUstate) 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 ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c. 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 letter.) ❑Yes No 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 ® 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. We do not anticipate an increase in development from the creation of this subdivision. 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 facil' Wastewater generated by this site will be collected, conveyed, and treated by & Town of Cary's wastewater treatment system. 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 ❑ Yes ® No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® 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? North Carolina Natural Heritage Program 6. Essential Fish Habitat (Corps Requirement) 6a. Will this project occur in or near an area designated as essential fish habitat? ❑ Yes © No 6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? North Carolina Natural Heritage Program T. 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? North Carolina State Historic Preservation Offioe (http: //www.hpo.ncdcx.gov� 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: 8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Maps (http: //www.ncffoodmaps.com) Scott Mitchell 07-01 -2013 Applicant/Agents Printed Name Applicant/Agenrs Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 10 of 10 MAPS: USGS, SOILS, AERIAL., etc. �q G'yq Oak L LTI =� ri r ri �r r, ^ q? [ �Pt�frrl, i ar`D°d. is� 3 4-q rhfand.. Ur 4 w Z' r 0 4 G,Ier. Blvd qty G f r��'�.7rr7 r�rOV Nl jI ford VWN °ter sr�'art �r ��ydgc:cl� m L a" ter rt F♦': d gei-n FFFFFF P! Ast...r,; • r1 %i(jgeli t.Jryar iL Future ���� b,,,Y cy Park 4un,n�e�4 ch P„%6r_11% bra ,palm` U, 0 800 1600 3200 Feet x n 11-14 �alio as pen let Fire Station Rd _I ..c I Mills f School Park Im Park School-s x :n .r' r� `3 f' at itlt rt �' Creek High `Beo., i Z F rd O, C T � T Billiard Ln ,t{oprSC60CV = ee� Rry PIN 0735035058 Real Estate ID 0029356 Map Name 073503 Owner SEYMOUR, THOMAS E HATCHER, SIDNEY M Mailing Address 1 PO BOX 177 Mailing Address 2 APEX NC 27502 -0177 Mailing Address 3 Deed Book 14037 Deed Page 2298 Deed Date 8/17/2010 Deeded Acreage 25.89 Assessed Building Value $0.00 Assessed Land Value $3,077,250.00 Total Assessed Value $3,077,250.00 Billing Class INDIVIDUAL Property Description SIDNEY W SEYMOUR JR ET AL BM2003 -02276 Heated Area Site Address 0 CARPENTER FIRE STATION RD City Township WHITE OAK Year Built 0 Total Sale Price $0.00 Sale Date Type and Use Design Style Land Class FLORICULTURE -FARM Old Parcel Number 454— or � WAKE COUNTY NORTH CAROLINA I - I It Fn. d4 Dr 4 . xi kk� k �VJ C _ IA" s ter'Fire.Slatior- 0 200 400 800 Feet I OF WAKE COUNTY :Z t It CAROt INA a � o .. jj , t i I of A 4b QN IL It C7 i 'pr 13 D ` ` t� ! r• „ n L 4 - I 1 if • } 1_ AUK.) , I• WAKE COUNTY, NORTH CAROLINA - SHEET NUMBER 45 l-- V(%U Z 0 ' t' 1 [�,;' fr ti All i i Y _� Haan �iu- osr_ WG `1 f \1 \ autieeTIiv2c+°►a0w.OMP2u+o) iii //� / / % \�\\� ` /� = s, %� % %''�% ��' %!'•fi ' / /'�/IJ II t► \.\` / //� ��•� •1� / // / %ii'' / /, %'% % �_� - --�' \` I /IIII '11 1111/ r \\� \ \� �-1//1 j�.. .jj. ;j / ,'i // / / / , / _ 1 I I 1(11 Jill Jill ( ,tt.. /// / /� / // / '� \ , l I 11 1111 1111 ►ll ` \�-_ / i/ It 11 / //i / /// ^•� ) I 1111111111 J III / / � r /, l t ►11 .�''• �.:: /,/ / /// / l / / // // /r l / // �' ' 1 / / /. // / /lillJ 11111 IIIi� / ^ \ \`� .u'� }�•'�. ll 11/1 /l l I I I I �1 I I / <'!i 11 / / / /fit° , 1 / ,, / / / / % / / //� I /%/11�111(�III / �` \ "i IL .. f' II 'IJI{('J /rl�,l \ \`I \I41�1 \1�I�i1 1 I \ \ \\ \ \ \\ 1 I I I I i l l t I I I //� /\ �/ J/ 1 1 1 •.: ?::^::. r. \ \ � \\ \ \ I 1 1 / I) Ill 1 )x %// / II ••• `� ,>t:•`•• — \ \\ \ \ \\ \ \ \ 1 \ \ � \ i i V 11 V 1 \ � / / / / / I I III 1 1 111 } /rte � // � �// 11 .:: � •� ''�?It; �,'�s,: � j f ///_. %1`��\\ \1 \I`ll IIJI I I II \ \ _/ // // ,/ Ill,ll,\ \ \t. /= :f`;�''� .:L•: :.: 1�1i '- /// / — � : %' /r 11 1 r � d ` 1 J I `, _ / / / / / / / I I 1 11 1 11 m � \ a• �� ' : •: / /�r��! =''��_ ��i= - %i''' /\/1t � J i i l�` / i// r/ /!f IIIIIIII111,1iii1,\ r•. •�=� '•� / / / /,; / / i j' /i �� _ �/ rJ l / r � r / / 1 1 \ \ \ \ _ _a. /� / / / / / / / I I 1 1 11'1 11 1 ' ;ky;. :�' • • / / /// , . t llllll J' I1,•. •�� /rte!/ Irll /I! // // / / /// / / —�f = \\ \ —�� _—�� — -._� _ - -'�i // //i / i i //i � j ��:'•�: rrlr�llrl�rlr 1 /l /l / / / /�l / / / / / /// •-'\ , 1 r �r�� =— ""_' —'— - - - -- l) r /ll! / / /// :r,;�! �:�'.f;' O I)r i 1 Ii % r 111 /• / //l / /// 1 � I I ! / / /rr�'`� - _---= l�����\ � lIl`1 /lrllr��/ f'I! :f•'a��i/ 1(rr 111 +I��.,» / / //� //� / / / Ili / / / /�� »_ /-- /Tl\`��� / ! / ► 11( )1111 fi, //11/l (1 ++ � /, /,, /, / / /,�iyi �_�� r r/�\\ \ \— � / / / /// /III 1 •1:':• III I , , /1111 ItWtl((N�\ \ \�� -�' / \\ "._= //% '1'.:: IIII � I t \ ,.. 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SEYMOUR JR AND HUBERT E. HATCHER PROPERTY WHITE OAR TOWNSHIP WAKE COUNTY, NORTH CAROLINA E p e e 4 w 11 a�n i�i�E s SURVEYED BY: EXISTING CONDITION AND ESP Aswclelea. P.A SISI TOPOGRAPHIC SURVEY u4M1Y+w�r, �° PREPARED FOR: FSP "`" "" FOREVERHOME LLC >Ifarzl 2840 Pl— Plata, SuNe 360 RWIgh, NM Campo. 27606 , TOWN OF CARY CONCURRENCE August 8, 2012 Scott Mitchell, PE, LSS Mitchell Environmental, P.A. P.C. Box 341 Fuquay- Varina, NC 27526 Subject: Jordan Lake Watershed - Urban Transition Buffer Rules Seymour /Hatcher Tract (Forever Home, LLC) 0 Carpenter Fire Station Rd (Real ID: 0029356) TCRB 12-006 Dear Mr. Mitchell: ENGINEERING DEPARTMENT The site location map and other information that was provided, allowed a determination to be made as to whether or not the referenced site would require compliance with The Town of Cary Urban Transition Buffer (UTB) Rules. This project is referenced by the Town of Cary as TCRB 12-006 and includes three channels depicted on the Soil Survey Map. The table below summarizes the stream determinations made in a site visit on April 4, 2012. This determination is valid until April 4, 2017. Reference ID USGS Ma 100 Ft. Buffer Soil Survey Ma 50 Ft. Buffer Not Subject Channel A x Channel B x Channel C x - Begin at Flag #WF 5006 Sincerely, '94- Patterson Town of Cary Engineering Department TOWN Of CARY 318 North Academy Street -Cary, NC 27513 -PO Box 8005 -Cary, NC 27512 -8005 tel 919- 4694030 0 fax 919- 460 - 4935 - www.townofcary.org m A � ca Ole t j S " ,t i I t I .. I i j I. 'v ^' Al j i I i 1 _ ryl y ,-- � I I /� • � J -e t, `F r I - _ I I r \ i y WAKE COUNTY, NORTH CAROLINA - SHEET NUMBER 45 { 2p��Y ; tl FHIM, Tim x i ki. gig 11 6 .Tl m VZi Z5 D Z m �C nun � d• ,yA1L tlNIJfM ---------- _ 1 AfFtl. a1LM.1M Ilaeo ®o ®01�• F It {�Yf;pp gg not € ;P All 9 A �e nor 2 8mr- 'Z { d 3nm ILI •�1 iiRR nY °n 0 0 m�ym Z o gES�d n m o� N SS i Him °vEii9 � NNN3i�� {� a { 'gl1 .1 SURVEYED 6Y: eSe EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY OF THE: psp Afetev P.A. XISTING CONDITION AND «� TOPOGRAPHIC SURVEY nSIDNEY W. SEYMOUR JR AND HUBERT E. HATCHER �»n. PREPARED FOR: n PROPERTY '� sw.c FOREVERHOMELLC b] n pm.eiemaio:c kq �- WHRE OARTOWNSHIP aiean.inz 2840 Pleze Ple SuMe 380 WAIF COUNTY, NORTH CAROLINA urs.'es vo.c�r Rdegh, North Cardin. 27606 000 Y • nY °n 0 0 m�ym Z o gES�d n m o� N SS i Him °vEii9 � NNN3i�� {� a { 'gl1 .1 SURVEYED 6Y: eSe EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY OF THE: psp Afetev P.A. XISTING CONDITION AND «� TOPOGRAPHIC SURVEY nSIDNEY W. SEYMOUR JR AND HUBERT E. HATCHER �»n. PREPARED FOR: n PROPERTY '� sw.c FOREVERHOMELLC b] n pm.eiemaio:c kq �- WHRE OARTOWNSHIP aiean.inz 2840 Pleze Ple SuMe 380 WAIF COUNTY, NORTH CAROLINA urs.'es vo.c�r Rdegh, North Cardin. 27606 000 .1 SURVEYED 6Y: eSe EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY OF THE: psp Afetev P.A. XISTING CONDITION AND «� TOPOGRAPHIC SURVEY nSIDNEY W. SEYMOUR JR AND HUBERT E. HATCHER �»n. PREPARED FOR: n PROPERTY '� sw.c FOREVERHOMELLC b] n pm.eiemaio:c kq �- WHRE OARTOWNSHIP aiean.inz 2840 Pleze Ple SuMe 380 WAIF COUNTY, NORTH CAROLINA urs.'es vo.c�r Rdegh, North Cardin. 27606 000 IMPACT MAPS IMPACT MAPS Glencroft Townhomes NOTES:1) SURVEY INFORMATION do WETLAND MAPPING PERFORMED BY ESP Associates COVER I -1 OVERALL SITE PLAN/EXHIBIT 1 -2 IMPACT 1 1 -3 IMPACT 2 LF.GFtIQ: LEGIM i, CHANNELIMPACT TOC JORDAN LAKE WATER SUPPLY WATERSHED IMPACT VICINITY MAP (NTS) 1" =1000' AREA LINEAR JORDAN LAID: WATER SUP Y WA SHED BUFFER. ACRE FEET Z1, Z23 FT CH mums a 1281 130,888 '�" • uro�w.�m.as � •° + f •• _ 4 "v"MSITE e ,r +•" e a d f mu, ren 0 �MmQ whew �. VICINITY u VICINITY MAP (NTS) 1" =1000' rnerun r:u�nanuucure. nnn_�rrnav TYPE AREA LINEAR JORDAN LAID: WATER SUP Y WA SHED BUFFER. ACRE FEET Z1, Z23 FT CH mums 0.132 1281 130,888 JW WA WA WA rnerun r:u�nanuucure. nnn_�rrnav TYPE AREA LINEAR JORDAN LAID: WATER SUP Y WA SHED BUFFER. ACRE FEET Z1, Z23 FT CH 6750 0.132 1281 130,888 JW WA WA WA IA J• J ,ui a E ILa e a • 3a l plam�wr a o rOR V) W O Z H ? cif u- U U Z W J ON To PIII me!! r �O+&MM ON ! .111 V 1 its ` •� `� ♦j J. o �` ri '!! jib l� 'i,ifi ■%. ��'�* '�► ire {S'ri�rin lid •ts ria�afrai wall iiiiii i il !lets i41' j !i1MI S1' i ii hits �. w I1M M.riI iif!!lt7i ii�b;� ri�iGu C'� -M. Ilptri ill' ilsut. ���, %t;'�t, iii fit. CHAININEL IMPACT ,� •� `n .' • %, Z4 i M ARADNALL gip. GRAPHIC SCALE 0 20 40 80 IMPACT WTAR ( w FEET > 1 inch = 40 ft Vl mi 0 S i W• N e O � O e e J 441 PAEl00YWY wr RELEAMFOR canmucrw W O Z V $ �U P Z W ' J AUBACf i I -2 � ��ommo��o�m�v����■� � CHAININEL IMPACT ,� •� `n .' • %, Z4 i M ARADNALL gip. GRAPHIC SCALE 0 20 40 80 IMPACT WTAR ( w FEET > 1 inch = 40 ft Vl mi 0 S i W• N e O � O e e J 441 PAEl00YWY wr RELEAMFOR canmucrw W O Z V $ �U P Z W ' J AUBACf i I -2 � CHANNIELIMPACT TOC JORDAN LAKE WATER SUPPLY E. IMPACT i •> ���� _.zs, N i I I 1 (1 IMPACT 2 IMPACT DETAIL GRAPHIC SCALE 0 20 40 so ( Of FEET > I inch = 40 ft V) J = J W'i ° FAMA MRY WT OO IF.*R W O z 0 O z spy U !a Z W J C� DOAM I-3 ' STREM RO - M OVACT OLfTY CROSS CR r ' :,' US CT RIPAACT r , BUFFER A� -ero s ( +) -"14 9F ol IMPACT DETAIL GRAPHIC SCALE 0 20 40 so ( Of FEET > I inch = 40 ft V) J = J W'i ° FAMA MRY WT OO IF.*R W O z 0 O z spy U !a Z W J C� DOAM I-3 AGENT AUTII,s FORM Mitchell Environmental, P.A. AGENT AUTHORIZATION FORM ALL BLANKS TO BE FILLED IN BY CURRENT LANDOWNER Name: J.G. Loftin, Jr. Address: 8310 Bandford Way Raleigh, NC 27615 -2752 Phone: (919) 870 -9711 Project Name/Description: Glencroft Townhomes Date: March 25, 2013 The Department of the Army US Army Corps of Engineers Wilmington District PO Box 1890 Wilmington, NC 28402 -1890 Attn: David Shaeffer Field Office: Raleigh Regional Re: Wetlands Related Consulting & Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Mitchell Environmental, P.A., to act on my behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in support of applications, etc., from this day forward. This the 25th day of March, 2013 This notification supercedes any previous correspondence concerning the agent for this p 'ect. 67, Lo r-riAl PRINT Owner's Name PRO TY Owner's S ature Cc: NCDENR — Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699 -1650 PO Box 341 Fuquay Varina, North Carolina 27526 Office: 919 - 5574682 Fax: 919 - 5574683 JD FORM F41-9 111 ; Approved JD Form 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. SECTTON I: BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): B. DISTRICT OFFICE, FILE NAME, AND NUMBER: C. PROJECT LOCATION AND BACKGROUND INFORMATION: State: North Carolina County/parish/borough: Wake City: Garner Center coordinates of site (lat/long in degree decimal format): Lat. 35.9° N_ , Long. -78.8° W. Universal Transverse Mercator: Name of nearest waterbody: UT to Panther Creek Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows: Panther Creek Name of watershed or Hydrologic Unit Code (HUC): Cape Fear ® Check if map /diagram of review area and/or potential jurisdictional areas is/are available upon request. ❑ Check if other sites (e.g., offsite 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 II: SUMMARY OF FINDINGS A. RHA SECTION 10 DETERMINATION OF JURISDICTION. There Pick List "navigable waters of the U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the review area. [Required) ❑ Waters subject to the ebb and flow of the tide. ❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce. Explain: B. CWA SECTION 404 DETERMINATION OF JURISDICTION. There Are "waters of the U.S." within Clean Water Act (CWA) jurisdiction (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):' ❑ 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: 1245 linear feet: 4.5 width (R) and/or acres. Wetlands: acres. c. Limits (boundaries) of jurisdiction based on: Pick List Elevation of established OHWM (if known): 2. Non - regulated waters/wetlands (check if applicable):3 ❑ Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional. Explain: 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 at least "seasonally" (e.g., typically 3 months). Supporting documentation is presented in Section M.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 HLA.1 and Section ULD.I. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections ID.A.1 and 2 and Section III.D.i.; otherwise, see Section HLB below. 1. TNW Identify TNW: Summarize rationale supporting determination: 2. 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 Rapanos 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 HI.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow, skip to Section M.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 IH.B.1 for the tributary, Section HLB.2 for any onsite wetlands, and Section I I.B.3 for all wetlands adjacent to that tributary, both onsite and olfsite. The determination whether a significant nexus exists Is determined in Section IIILC below. 1. Characteristics of non -TNWs that flow directly or indirectly into TNW (i) General Area Conditions: Watershed size: 20 acres Drainage area: 8 acres Average annual rainfall: 42 inches Average annual snowfall: 7 inches (ii) Physical Characteristics: (a) Relationship with TNW: ® Tributary flows directly into TNW. ❑ Tributary flows through Pick List tributaries before entering TNW. Project waters are 1(or less) river miles from TNW. Project waters are Pick List river miles from RPW. Project waters are 1(or less) aerial (straight) miles from TNW. Project waters are Pick List aerial (straight) miles from RPW. Project waters cross or serve as state boundaries. Explain: Identify flow route to TNW': Tributary stream order, if known: ' Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and West. ' 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 TKW. (b) General Tributary Characteristics (check all that =W: Tributary is: ® Natural ❑ Artificial (man - made). Explain: ❑ Manipulated (man - altered). Explain: Tributary properties with respect to top of bank (estimate): Average width: 4.5 feet Average depth: 1 feet Average side slopes: Vertical (1:1 or less). Primary tributary substrate composition (check all that apply): ® Silts ® Sands ❑ Concrete ❑ Cobbles ® Gravel ❑ Muck ❑ Bedrock ❑ Vegetation. Type/% cover: ❑ Other. Explain: Tributary condition/stability [e.g., highly eroding, sloughing banks). Explain: Stable. Presence of run/riiile/pool complexes. Explain: Riffle pool complexes were observed. Tributary geometry: Relatively straight Tributary gradient (approximate average slope): 0 -3 % (c) Flow: Tributary provides for: Intermittent but not seasonal flow Estimate average number of flow events in review area/year: 20 (or greater) Describe flow regime: Other information on duration and volume: Surface flow is: Discrete and confined. Characteristics: Subsurface flow: Unknown. Explain findings: No studies completed. ❑ 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 debris ® 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 ® scow ® 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 jurisdiction (check all that apply): ❑ High Tide Line indicated by: ❑ Mean High Water Mark indicated by: ❑ oil or scum line along shore objects ❑ survey to available datum; ❑ fine shell or debris deposits (foreshore) ❑ physical markings; ❑ physical markings/characteristics ❑ vegetation lines/changes in vegetation types. ❑ tidal gauges ❑ other (list): (ill) Chemical Characteristics: Characterize tributary (e.g., water color is clear, discolored, oily film; water quality; general watershed characteristics, etc.). Explain: Identify specific pollutants, if known: 6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e.g., where the stream temporarily flows underground, or where the OHWM has been removed by development or agricultural 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. 'Ibid. (iv) Biological Characteristics. Channel supports (check all that apply): ® Riparian corridor. Characteristics (type, average width): Forested, 100+ ft. ❑ 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: Wildlife Habitat. 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: acres Wetland type. Explain: Wetland quality. Explain: Project wetlands cross or serve as state boundaries. Explain: (b) General Flow Relationship with Non -TNW: Flow is: Pick List. Explain: Surface flow is: Pick List Characteristics: Subsurface flow: Pick List. Explain findings: ❑ Dye (or other) test performed: (c) Wetland Adjacency Determination with Non -TNW: ❑ Directly abutting ❑ Not directly abutting ❑ Discrete wetland hydrologic connection. Explain: ❑ Ecological connection. Explain: ❑ Separated by berm/barrier. Explain: (d) Proximity (Relationship) to TNW Project wetlands are Pick List river miles from TNW. Project waters are Pick List aerial (straight) miles from TNW. Flow is from: Pick List. Estimate approximate location of wetland as within the Pick-L- i-s-t floodplain. (ii) Chemical Characteristics: Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed characteristics; etc.). Explain: Identify specific pollutants, if known: (iii) Biological Characteristics. Wetland supports (check all that apply): ❑ Riparian buffer. Characteristics (type, average width): ❑ Vegetation typelpercent cover. Explain: ❑ 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) _ All wetland(s) being considered in the cumulative analysis: Pick List 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 abuts? (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 floodplain is not solely determinative of significant nexus. Draw connections between the features documented and the effects on the TNW, as identified in the Rapaxos 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 TNW? • Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW? • 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 TNW? Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented below: 1. 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: 2. 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 on the tributary in combination with all of its adjacent wetlands, then go to Section III.D: 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 IH.D: D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL THAT APPLY): 1. TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area: ❑ TNWs: linear feet width (ft), Or, acres. ❑ Wetlands adjacent to TNWs: 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: ® 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 HIM. Provide rationale indicating that tributary flows seasonally: Provide estimates for jurisdictional waters in the review area (check all that apply): ® Tributary waters: 1245 linear feet 4.5 width (ft). ❑ Other non - wetland waters: acres. Identify type(s) of waters: 3. Non -RPWs8 that flow directly or indirectly into TNW9. ❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a TNW is jurisdictional. Data supporting this conclusion is provided at Section HI.C. Provide estimates for jurisdictional 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: 4. Wetlands directly abutting an RPW that flow directly or indirectly into TNWs. ❑ Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands. ❑ 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. 5. 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 jurisidictional. Data supporting this conclusion is provided at Section III.C. Provide acreage estimates for jurisdictional wetlands in the review area: acres. 6. 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. 7. Impoundments of jurisdictional waters.9 As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional. ❑ 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 ❑ Demonstrate that water is isolated with a nexus to commerce (see E below). E. 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 ❑ which are or could be used by interstate or foreign travelers for recreational or other purposes. ❑ 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: ❑ Other factors. Explain: Identify water body and summarize rationale supporting determination: %ce Footnote # 3. To complete the analysis refer to the key in Section III.D.6 of the Instructional Guidebook. t0 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 Corps1EPA Mwwiandam Regwi ft CWA Ad Jarlsdlcdon Following Rwanos. Provide estimates for jurisdictional waters in the review area (check all that apply): ❑ Tributary waters: linear feet width (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. ❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce. ❑ Prior to the Jan 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 finding is required for jurisdiction. Explain: ❑ Other: (explain, if not covered above): Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional judgment (check all that apply): Non - wetland waters (i.e., rivers, streams): linear feet width (ft). ❑ Lakes/ponds: acres. ❑ Other non - wetland waters: acres. List type of aquatic resource: ❑ 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 (i.e., rivers, streams): linear feet, width (ft). ❑ Lakes/ponds: 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 -chocked 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/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: ❑ National wetlands inventory map(s). Cite name: ❑ State/Local wetland inventory map(s): ❑ FEMA/F1RM maps: ❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum of 1929) ❑ Photographs: ❑ Aerial (Name & Date): or ❑ Other (Name & Date): ❑ Previous determination(s). File no. and date of response letter: ❑ Applicable/supporting case law: ❑ Applicable/supporting scientific literature: ❑ Other information (please specify): B. ADDITIONAL COMMENTS TO SUPPORT JD: