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HomeMy WebLinkAbout20090136 Ver 1_401 Application_20090209l OF WgTFR O? pG FEB i 1 2009 DENR - WATER QUALITY WETLANDS AND STORMWATER BRANCH 012.13i?AL- 0 9- 0 1 3 6 Office Use Only: Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification (PCN) Form A. Applicant Information 1. Processing 1 a. Type(s) of approval sought from the Corps: Buffers El Section 404 Permit ? Section 10 Permit 1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: 1 c. 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 X Riparian Buffer Authorization 1 e. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: X Yes ? No For the record only for Corps Permit: X 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 X No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ? Yes X No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes X No 2. Project Information 2a. Name of project: Dunn Creek Greenway 2b. County: Wake 2c. Nearest municipality / town: Wake Forest 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Town of Wake Forest 3b. Deed Book and Page No. DB 10537, Page 709 3c. Responsible Party (for LLC if applicable): Susan Simpson 3d. Street address: 401 Elm Avenue 3e. City, state, zip: Wake Forest, NC 27587 3f. Telephone no.: (919) 554-6182 3g. Fax no.: (919) 556-2063 3h. Email address: ssimpson@wakeforestnc.gov Page 1 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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: 5. Agent/Consultant Information (if applicable) 5a. Name: Steven F. Stokes 5b. Business name (if applicable): KCI Associates of North Carolina, P.A. 5c. Street address: 4601 Six Forks Road, Landmark Center II, Suite 220 5d. City, state, zip: Raleigh, NC 27609 5e. Telephone no.: (919) 278-2517 5f. Fax no.: (919) 783-9266 5g. Email address: sstokes@kci.com Page 2 of 11 B. Project Information and Prior Project History 1. Property Identification 1840-64-7176, 1840-63-7946, 1840-72-1919,1840-62- 1a. Property identification no. (tax PIN or parcel ID): 8697, 1840-44-8440, 1840-76-1672, 1840-75-2348, 1840-75-7997 1 b. Site coordinates (in decimal degrees): Latitude: 35.956194 Longitude: -78.503056 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: 5.0 acres = 30'x 7348' 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Smith Creek proposed project: 2b. Water Quality Classification of nearest receiving water: C:NSW, Smith Creek 2c. River basin: Neuse 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: Greenway will generally follow existing 30' sewer easement in 100-yr floodplain (Managed herbaceous cover & forested bottomland). Downstream section of site is heavily developed and the upstream is being developed (as observed by recent infrastructure installation). 3b. List the total estimated acreage of all existing wetlands on the property: KCI delineated 0.37 acres of jurisdictional wetlands within the project corridor. 3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 6858.95 Linear Feet 3d. Explain the purpose of the proposed project: The Dunn Creek Greenway is a part of the Town of Wake Forest Open Space & Greenway Plan (adopted 2002) and a planned connector to the Mountains-to-Sea Trail-a spur to the East Coast Greenway. It begins where the Smith Creek Greenway ends at the Soccer Fields and runs north approx. 1 mi. to the NC 98 Byp. and existing pedestrian culvert. The paved 10-ft wide greenway will have 2' wide gravel shoulders on each side for asphalt protection. The high capacity 10' wide greenway will provide for multipurpose use (i.e., pedestrians, bicyclists, in-line skaters, wheelchairs, etc.) and two- way directional traffic, per AASHTO standards. In addition, the maintenance of greenways affects the desired width of the paved surface as well as the width of its bridges. A 10' wide trail and bridges allows for maintenance and emergency vehicles to enter the facilities without destroying the edges of pavement. Emergency vehicles are 9' wide and need 10' trails and bridges with a 2' shoulder for safe passage. The design is also intended to be consistent with all other greenways within Wake County. 3e. Describe the overall project in detail, including the type of equipment to be used: The Dunn Creek Greenway will tie into the Smith Creek Greenway at the soccer fields on the east side of Dunn Creek. An existing 30' sewer easement and greenway easement has been dedicated for the greenway by the Town, NCEEP and private landowners. Based on field investigation we shifted the greenway away from both Dunn Creek and Spring Branch, which required contacting private landowners and asking for more land to avoid the Neuse buffers as much as possible. Four bridge crossings are needed along the route. The bridges will span the creek and the bridge abutments will not impact §404 or 401 streams. The wetlands were delineated and will be avoided. In many areas the greenway will change to a boardwalk to allow for diffuse flow. The paved surfaces will be designed at grade to allow diffuse flow. Construction will occur within a dedicated 30' easement. Track trucks and D6 bulldozers will be used for grading to minimize the footprint. Cranes will be used to position the pre-fabricated 40' to 70' bridges on the abutments. Page 3 of 11 PCN Form - Version 1.3 December 10, 2008 Version Project Information and Prior Project History 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / X Yes ? No ? Unknown project (including all prior phases) in the past? Comments: Requested COE concurrence 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: KCI Associates of NC Name (if known): Steven F. Stokes, LSS 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 X Unknown this project (including all prior phases) in the past? 5b. If yes, explain in detail according to "help file" instructions. Not for this project. 6. Future Project Plans 6a. Is this a phased project? X Yes ? No 6b. If yes, explain. This greenway connects to Smith Creek Greenway downstream and the pedestrian culvert upstream under NC 98 Bypass. This greenway trail is expected to continue north of NC 98 Bypass and eventually connect with the Town Center. Page 4 of 11 C. Proposed Impacts Inventory 1. Impacts Summary 1 a. Which sections were completed below for your project (check all that apply): ? Wetlands ? Streams - tributaries X 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 T W1 ? P ? T ? Yes ? Corps ? No ? DWQ W2 ? P ? T ? Yes ? Corps ? No ? DWQ W3 ? P ? T ? Yes ? Corps ? No ? DWQ W4 ? P ? T ? Yes ? Corps ? No ? DWQ W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 2h. Comments: No impacts 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 jurisdiction Average Impact number - or (PER) (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary (T) (INT)? other) (feet) feet) S1 ? P ? T ? PER ? Corps ? INT ? DWQ S2 ? P ? T ? PER ? Corps ? INT ? DWQ S3 ? P ? T ? PER ? Corps ? INT ? DWQ S4 ? P ? T ? PER ? Corps ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 3i. Comments: No temporary or permanent impacts from installing the bridges. Page 5 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 individual) list all open water impacts below. 4a. 4b. 4c. 4d. 4e. Open water Name of waterbody impact number - (if applicable) Type of impact Waterbody type Area of impact (acres) Permanent (P) or Temporary T 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts 4g. Comments: No impacts 5. Pond or Lake Construction If and 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 purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5f. Total 5g. Comments: No impacts 5h. Is a dam high hazard permit required? ? Yes X No If yes, permit ID no: 5i. Expected pond surface area (acres): 5j. Size of pond watershed (acres): 5k. Method of construction: 6. Buffer Impacts (for DWQ)-See Attached List If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. XNeuse ?Tar-Pamlico ? Other: Project is in which protected basin? ? Catawba ? Randleman 6b. 6c. 6d. 6e. 6f. 6g. Buffer impact number - Reason Buffer Zone 1 impact Zone 2 impact Permanent (P) or for Stream name mitigation (square feet) (square feet) Temporary T) impact required? ?Yes B1 ?P?T ? No ? Yes B2 ? P ? T ? No ? Yes B3 ? P ? T ? No 6h. Total buffer impacts 5050.56 6637.89 6i. Comments: See attached page for riparian buffer impacts. Page 6 of 11 6. Buffer Impacts (for DWQ) 6b. Buffer impact # Permanent (P) or Temporary (T) 131 X(P) B2 X(P) B3 X(P) B4 X(P) B5 X(P) B6 X(P) B7 X(P) B8 X(P) B9 X(P) 1310 X(P) 1311 X(P) B12 X(P) Reason Stream name Buffer Zone 1 Zone 2 for mitigation impact impact impact required square ft square ft greenway UT-1 to Smith Creek No greenway UT-2 to Smith Creek No greenway UT-3 to Smith Creek No greenway UT-4 to Smith Creek No greenway UT-5 to Smith Creek No greenway UT-6 to Smith Creek No greenway UT-7 to Smith Creek No greenway UT-8 to Smith Creek No greenway UT-9 to Smith Creek No greenway UT-10 to Smith Creek No greenway UT-11 to Smith Creek No greenway UT-12 to Smith Creek No 782.67 41.85 174.39 253.32 955.12 874 313.11 1656.1 6h. Total Buffer Impacts 5050.56 413.51 600.61 632.43 1009.08 1937.00 89.12 580.50 185.12 935.67 254.85 6637.89 X confirms the impact is permanent (P) D. Impact Justification and Mitigation 1. Avoidance and Minimization 1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. Dunn Creek Greenway was originally planned to follow a dedicated easement owned by the Town of Wake Forest. The proposed greenway starts at the downstream section where it ties into the existing Smith Creek Greenway at the Soccer Fields then heads north to its terminus at the pedestrian culvert under NC 98 Bypass. The greenway crosses Dunn Creek three times and Spring Branch once as it generally follows the 30' sewer line/easement. The greenway was shifted outside of the dedicated easement in places to avoid impacts to Zone 1 and minimize impacts to Zone 2. Wetlands were completely avoided. In several areas boardwalks are being specified in order to prevent concentrated flow in areas along the greenway. Additionally, the greenway will be installed at grade to avoid ponding of surface water. 1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The greenway was moved away from the streams where possible to avoid sedimentation and erosion control issues related to construction and bank full storm events. Pre-constructed bridges were specified to minimize stream impacts during construction and bridge abutments were placed outside of the stream to avoid all impacts within the normal flow path. The bridges were angled at crossings to be between 75 degrees 105 degrees and mature hardwood trees were spared where possible. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for ? Yes X No impacts to Waters of the U.S. or Waters of the State? 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps ? Mitigation bank 2c. If yes, which mitigation option will be used for this project? ? Payment to in lieu fee program ? Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a. Name of Mitigation Bank: 3b. Credits Purchased (attach receipt and letter) Type Quantity 3c. Comments: 4. Complete if Making a Payment to In-lieu Fee Program 4a. Approval letter from in-lieu fee program is attached. ? Yes 4b. Stream mitigation requested: linear feet 4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold 4d. Buffer mitigation requested (DWQ only): square feet 4e. Riparian wetland mitigation requested: acres 4f. Non-riparian wetland mitigation requested: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 5. Complete if Using a Permittee Responsible Mitigation Plan Page 7 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 DWO 6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ? Yes X 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: Greenways are Allowable without mitigation per 15A NCAC 026 .0233 (6). Page 8 of 11 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan la. Does the project include or is it adjacent to protected riparian buffers identified X 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. Comments: We are setting the grade for the greenway in alignment with existing ? Yes X No topography. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? 3.4% 2b. Does this project require a Stormwater Management Plan? ? Yes X No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The percent impervious surface is less than 24%. 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: ? 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? ? 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 ? ORW (check all that apply): ? Session Law 2006-246 ? Other: 4b. Has the approved Stormwater Management Plan with proof of approval been attached? ? Yes X No 5. DWQ 401 Unit Stormwater Review 5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No 5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No Page 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No use of public (federal/state) land? 1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ? Yes ® 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 letter.) ? Yes ® No Comments: Per Melba McGee since no wetlands or streams will be impacted the project is below the minimum threshold. 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 (DWO 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. Upstream of NC 98 Bypass is moderately developed. Also, greenways are generally a nature-based amenity resulting from residential development, not an instigator of development. 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. None generated Page 10 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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? ® Raleigh 5c. If yes, indicate 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? 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? Ron Sechler, National Marine Fisheries Services said he knows the area and that there is no essential fish habitat impaired by the project (2-9-09). Additionally, previous construction of sewer piping by City of Raleigh. 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? Even though the greenway is not impacting wetlands a request was sent to NC Cultural and Historic Resources. Delores Hall State Archeologist stated a survey was conducted along the sewer easement when the sewer was installed and nothing was found. An email correspondence is attached. I have not heard from Historic Resources but there are no structures in the floodplain nor in view of the greenway. 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: No change to water surface profile. 8c. What source(s) did you use to make the floodplain determination? Firm Map # 3720-1840-OOJ effective May 2, 2006 Steven F. Stokes 2-11-2009 Applicant/Agent's Printed Name Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 11 of 11 SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. PLAN NO. PARCELID: 1840-&3-744b j8y&&4-,7j% STREET ADDRESS: 401 FIM .?r?c i ccc A-)* sT Ale- SISC,? Please print: Property Owner: T u) m of r u.lcx?T,?,re.5t Q Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize S?E?%t f?1 l? 57C?? S , of e,S WZ,)e, ,4 c9i ,?C- (Contractor / Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): Telephone: ( 16 ) -K? - 6182- We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. 4 4Autrized j5p:hj ate: ;R ~ ot "00t D Authorized Signature Date: GRANVILLE 1a+?? ? \ FRANKLIN s ORANGE DURHAM OF _ NASH ?cP WAKE ?*tx .? y rh. ? ? y?'o ° CHATHAM EOM ?? ° i JOHNSTON Pte" OAKGRO VEC LEE IL T N o - it „ti z ;.?FyR w_ CITY OF ?l WAKE FOREST w WONDIND'C?I OinIEN? ?O LI O / mil" al`? NF \ m ?: OI ELM' O ? ? ?m o Q Oe I a N m N ?•-,KEG' E ?--- PINE ROE CK? ?.? \ 9$ w l PE ? --?--? II o- ?r NA r C? `?? I = S EARN r G6A?1. ? L{{3ER71' ?-' I NiE't tES 1 7RN \P P A BREWED RyJ <? i . ?? NFR?TpGRiT 2 - .•I w• 4 ??, `? ?. 5Q0 P? x y P2/ ?- ? V'? O ?Q- ? BRgNON OARI?N ? I °J Ati?S CITY OF \? HARPE 5 EERY SLR S ?6 J F? `Q _.{ (\ ?a RALEIGH \a/ o°',/ ?rte/ ?V' A z4 z / - G??""1 POND WILD i - 0??; -? \o -0??, BUG \ SO ?-N, ;F 1 CITY OF ROLESVILLE Dunn Creek Greenway - Vicinity Map Proposed Greenway Streets 1:36,000 KCI I inch equals 3,000 feet Municipalities 3.000 1,500 0 3,000 Feet iit?lax -. ,a 4 ° s? `? ¥'"mY §P t 'vs ?,t ,,s.a. {1,? r •p?.€• ,tea ?`,. A`11` 5i s ?'?yt. x 4 $ •F: F 5 a?t4t S 4 a C ; 1 r? .t ?axv'd4r?- 1' +r*# y sr ?- .'w'r€ "".!* tt F x2 ?yti??Tpp+,?t k: v y*tia 4 # rs r , ° 'k rr x grw * ;# Po '++a { -4 t'?t'€' yry"W a k +1 h xt?x w. 34 k dh $` ss t ¢; e ??$.'dms"3aY" e90t x 4y.' of N K Z ra 0 yqw,., 14 'Nil _C 4, i"M a h '% ' esq. ?t ! ! x p tai T § sy V J ?? J ?? 8 ?.•. ? armor '<? s 3Q ". ppRp?B U „!-' ' } ?i d ? r ,. , fi "» !!"i-# A_ FONT pgTE DE BY 'If - y 4 01 a e PRASE f y P 4 GPs r a?Y. w fi +n., <',s Dunn Creek Greenway - Site Overview Proposed Greenway Roads 1:7,200 KCI I inch equals 600 Ices 600 300 0 600 Sun- Hake( 11, ,.,61,, 0,rh„t„?<, reel 197 Q IM- ? A i TT 306 `A r r I- I m.J Dunn Creek Greenway - USGS Topographic Map .? Proposed Greenway Quadrangle Boundary 1:24,000 KCI I inch equals 2,000 lcct 2.000 1.0()0 Ilnu L- I Snu;'tr USGS JJ; Ac hin<q t]987l mu! Rulr,n fllr (19i 31 )RG, ?Vw? ' ? rte'? lam/` CiC3 Ges CeE;2 Guci /? cte ( ('43 ,,r j} ?f 1 -_ ?u Cif 3 e.`7 CO WwF --? Get2 1 f ,, { ~• ?• .f ? 1 ?L ? i.C?` `rte,-- COC2 ??.e cm y? Wc. i ° Lou Ww F: ?...- \ . Lw.q tj w t Y x, t { 1\ I I_ 4'?wF f WJ6r?? 'tVrrtC j t V(7-N, Me t ,o t iv4 e P S?"Nlj t4% Ili ~1 '/ i vv(: 'Y k, ApC2 { j , AfA?Lof t. f Ap, t }! aAftt _ r . / ?. ...! } k 7 Fri AM E crp, r I ? CAI' Dunn Creek Greenway - County NRCS Soil Survey Map Proposed Greenway 1:12,000 KCI I inch equals 1,000 Ycct 1.000 ,oo U 1,000 So,rcr: Pair 15 oJSoil Su-, o/ it ak, C'ounn..1in'rh Cm-lirm. (:.S1):) .SC :S l97l?. Feet O\ NA T IIZ9 co O "C Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Coleen H. Sullins, Director Division of Water Quality October 20, 2008 Steve Stokes KCI Associates 4601 Six Forks Rd Landmark Center 11, Suite 220 Raleigh, NC 27609 NBRRO#08-202 Wake County BASIN: Neuse River X Tar-Pamlico (15A NCAC 2B .0233) (15A NCAC 2B .0259) Project Name: Dunn Creek Greenway Location/Directions: Project is a greenway along Smith Creek and tributaries, extending from Rodgers Road to Hwy 98 Bypass in Wake Forest. USGS Wake Forest, NRCS Wake County Sheet 15. Subject Stream: Smith Creek and UT to Smith Creek Date of Determination: July 23, 2008 Feature(s) Not Subject Subject Start @ Stop@ Stream Form Pts. Soil Survey USGS Topo A (Smith Creek) X Throughout X X B X Throughout X X C X Throughout X X D X X E X X F X X G X X Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked "Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked "Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be other streams located on your property that do not show up on the maps referenced above but, still may be considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality. This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Cyndi Karoly, DWQ One Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination NorthCarolina Naturally North Carolina Division of Water Qualit} Raleigh Regional Office Surface Water Protection Phone (919) 791-4200 Customer Service Internet: h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX (919) 571-4718 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Dunn Creek Greenway Wake County October 20, 2008 Page 2 of 2 by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing within 60 days. The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-876-8441. Respectfully, Martin khmond Environmental Specialist CC: Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604 RRO/SWP File Copy North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 791-4200 Customer Service Internet: h2o,enrstate.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX (919) 571-4718 1-877-623-6748 One NhCarolina Naturally An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper WwE WkE WAKE COUNTY, NORTH CARC LdB2 GeG CiYt ApG ?_ C2 ApC2 e Ap WY CeB2 _ C) CeD CIC3 CeC2 Ge D Gt .. \ CeB2 GeC2 ;\•\ / Ap' CI63 CIC3 C:eD arc t ? A 2 lol CeCZ Gu PASO ;eC2 CIC3 CeC2 CeBZ WxE I CeC2 off, o ApC2 4 i WkE E CIE3 0 Gu CeC2 CIE3 LoC ApB2 t i y cm VAYF CeB2 ?. 4 {off f i l ApC2: -- r GeC2 f ! LoD Cm - LoC LoD CeC2 ?. , ?. WmC2 u " a e 11 WwC / CeD ii Cm Crc k \? 4 i u WwF 2 i WwE _.•. i WkE ?w CeC2?1? LwB WwC LwC2 cJ "- t CIE3 WwF WwE ?w - t WmC I ?. Bu VV Me J , i y s?o roe V'-N F ApC2 f ?° Ww E j/ 1 ri+C o I ` CIE. ApC2 ( yy? l , Wy f i ApB2\` t ti AfA l_oD C; WmC J Wwtc nnr) ;r !oD L wB2 Me b" VV0 1 Ii - WxE ti Cn ApL A ands WAA6 A01466 •ZoL =0 299 ¦ r? ?l DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site: Dunn Creek Greenway Date: 7-1-08 Applicant / Owner: KCI Associates of North Carolina County: Wake Investigator: Steven F. Stokes, LSS State: NC Do normal circumstances exist on the site? Yes X No Community ID: W8 Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID: Is the area a potential problem area? Yes No X Plot ID:DP#1A Wet (explain on reverse if needed) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Boehmeria cylindrica 3 FACW+ 9. 2. Microste ium sp. 2 UPL 10. 3. Peltandra vireiica 3 OBL 11. 4. Polygonium sagittatum 2 OBL 12. 5. 13. 6. 14. 7. 15. 8. 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 100% Remarks: HYDROLOGY Recorded Data (Describe In Remarks): Wetland Hydrology Indicators Stream, Lake, or Tide Gauge Aerial Photographs Primary Indicators: Other Inundated X Saturated in Upper 12" X No Recorded Data Available Water Marks Drift Lines Field Observations: Sediment Deposits Drainage Patterns in Wetlands Depth of Surface Water: (in.) Secondary Indicators: Depth to Free Water in Pit: 8 (in.) Oxidized Roots Channels in Upper 12" Water-Stained Leaves Depth to Saturated Soil: (in.) Local Soil Survey Data FAC-Neutral Test Other (Explain in Remarks) Remarks: Likely the site is wet only because of a new culvert from subdivision. 16 J SOILS Map Unit Name (Series and Phase): Wehadkee Variant Drainage Class: Poorly Drained Taxonomy (Subgroup): Fluvaquentic Endoaquepts Confirm Mapped Type? Yes No X Profile Description: Depth Matrix Colors M ottle Colors Mottle Texture, Concretions, inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-5 Al I OYR 4/3 sl, 1 fgr 5-10 A2 1 OYR 4/3 5YR 4/6 f 1 d scl, 1 fsbk 10-18 Btg 10YR 5/2 scl, lfsbk Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime x Listed On Local Hydric Soils List Reducing Conditions x Listed on National Hydric Soils List x Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes X No Wetland Hydrology Present? Yes X No Hydric Soils Present? Yes X No Remarks: Is the Sampling Point Within a Wetland? Yes X No N:enviro\SStokes\Proposals\DunnCreekGreenway_12082306A\Wetland.W8.DP#1 A_ Wetland DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site: Dunn Creek Greenway Date: 7-1-08 Applicant / Owner: KCI Associates of North Carolina County: Wake Investigator: Steven F. Stokes, LSS State: NC Do normal circumstances exist on the site? Yes X No Community ID: W8 Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID: Is the area a potential problem area? Yes No X Plot ID:DP#1B NW (explain on reverse if needed) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Lieustrum sinense 2 FAC 9. 2. Microstegium sp. 3 UPL 10. 3. Lonicera japonica 4 FAG 11. 4. Uniola latifolium 3 FAC- 12. 5. Fraxinus pennsylvanica 1 FACW 13. 6. Fraxinus pennysylvanica 2 FACW 14. 7. Celtis occidentalis 1 FACU 15. 8. Liquidambar styraciflua I FAC+ 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 50% Remarks: HYDROLOGY Recorded Data (Describe In Remarks): Wetland Hydrology Indicators Stream, Lake, or Tide Gauge Aerial Photographs Primary Indicators: Other Inundated Saturated in Upper 12" X No Recorded Data Available Water Marks Drift Lines Field Observations: Sediment Deposits Drainage Patterns in Wetlands Depth of Surface Water: (in.) Secondary Indicators: Depth to Free Water in Pit: (in.) Oxidized Roots Channels in Upper 12" Water-Stained Leaves Local Soil Survey Data Depth to Saturated Soil: > 14 (in.) FAC-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name (Series and Phase): Wilkes Drainage Class: Well Drained Taxonomy (Subgroup): Topic Hapludalfs Confirm Mapped Type? Yes_ No X Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-5 Al l OYR 4/3 5YR 5/8 fl d A, 1 fgr 5-14 A2 1 OYR 4/3 5YR 4/8 f 1 d scl, I fsbk Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed On Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes Wetland Hydrology Present? Yes Hydric Soils Present? Yes Remarks: No X Is the Sampling Point No X Within a Wetland? Yes_ No X No X N:enviro\SStokes\Proposals\DunnCreekGreenway_12082306A\Wetland.W8.DP#1 13 _ Non-Wetland • r DATA FORM (NA WETLAND DETERM ROUTINE TION Determination Manual (1987 COE Wetlands Date:-1-og County Wake NC Greenwa State: ect I site, Dunn Creek Proj vuner: KCI Associates of North Carolina Community ID. Applicant 1 O Steven F. Stokes LSS Investigator: Yeses NO--- Transact ID2AW the site? Yeses- NO X plot ID:D s exist on disturbed cal situation)? ves? No as (AtYPi DO normal circumstanc Is the site significantly problem area, is the area a potential (explain on reverse if needed) Strom Indite VEGETATION Indicator Dominant Plant s ecies -- ? Str ? ? 9, F- Dominant plant s ecies 1 U ? 1 Commelina Comm unis - 3 FAQ 11. ? lindrica 12 - 2, Boehmena c 3. 13- 14- 15. 5. 16. 6. ? 100°10 7• FAC excluding FAC-• 8• OBL percent , FACW, or of Dominant Species that are Remarks: HYDROLOGY _ Recorded Data (Describe In Remarks): Stream, Lake, or Tide Gauge Aerial Photographs _ Other No Recorded Data Available Field Observations: Depth of Surface Water: >18 Depth to Free Water in Pit: to ) Depth to Saturated Soil: - VVetland indicators Primary Indicators: _ Inundated „ Saturated in Upper 12 Water Marks Drift Lines Deposits Sediment Dep etlands X Drainage Patterns in W Indicators: Upper 12" Secondary Oxidized Roots Channels in pWater-Stained Leaves Local Soil Survey Data X AC plain lest F other (Explain in Remarks) Remarks: Signs of Ponding 41. 1 SOILS Map Unit Name (Series and Phase): Wehadkee Variant Drainage Class: Poorly Drained Taxonomy (Subgroup): Fluvaauentic Endoaquepts Confirm Mapped Type? Yes_ No X Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-3 A] I OYR 4/2 I0YR 4/3 c2P sl, I fRr 3-6 A2 I OYR 4/6 s, 1 fgr 6-9 Bt l l OYR 4/3 sl, 1 fRr 9-12 Bt2 I OYR 4/2 scl, 1 fsbk 12-15 Bt3 10YR 5/4 1, 1 fsbk 15-18 Bt4 I OYR 4/2 1, 1 fsbk Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime x Listed On Local Hydric Soils List Reducing Conditions x Listed on National Hydric Soils List x Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes X No Wetland Hydrology Present? Yes X No Hydric Soils Present? Yes X No Remarks: Is the Sampling Point Within a Wetland? Yes X No N: env i ro\SStokes\Proposals\Du nnCreekG reenway_12082306A\Wetland.W3.DP#2A_ Wetland '4 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Determination Manual) Project / Site: Dunn Creek Greenway Date: 7-1-08 Applicant / Owner: KCI Associates of North Carolina County: Wake Investigator: Steven F. Stokes, LSS State: NC Do normal circumstances exist on the site? Yes X No Community ID: W3 Is the site significantly disturbed (Atypical situation)? Yes No X Transect ID: Is the area a potential problem area? Yes No X Plot ID:DP#2B NW (explain on reverse if needed) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Carpinus caroliniana 3 FAC 9. 2. Diospyros virginiana I FAC 10. 3. Ulmus americana I FACW 11. 4. Ilex opaca 1 FAC- 12. 5. Pinus taeda I FAC 13. 6. Fagus grandifolia 1 FACU 14. 7. Fagus grandifolia 2 FACU 15. 8. N sa sylvatica 1 FAC 16. Percent of Dominant Species that are OBL, FACW, or FAC excluding FAC-). 62.5% Remarks: HYDROLOGY Recorded Data (Describe In Remarks): Wetland Hydrology Indicators Stream, Lake, or Tide Gauge _ Aerial Photographs Primary Indicators: Other Inundated Saturated in Upper 12" X No Recorded Data Available Water Marks Drift Lines Field Observations: Sediment Deposits Drainage Patterns in Wetlands Depth of Surface Water: (in.) Secondary Indicators: Depth to Free Water in Pit: >18 (in.) Oxidized Roots Channels in Upper 12" Water-Stained Leaves Local Soil Survey Data Depth to Saturated Soil: >18 (in.) FAC-Neutral Test Other (Explain in Remarks) Remarks: Upland hillside SOILS Map Unit Name (Series and Phase): Louisburg Variant Drainage Class: Moderately Well Taxonomy (Subgroup): Typic Hapludults Confirm Mapped Type? Yes No X Profile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-2 A I I OYR 4/3 sl, 1 fgr 2-6 A2 10YR 4/4 sl, l fgr 6-12 E 7.5YR 4/6 gravelly sl, 1 fgr 12-18 Btl 7.5YR 4/6 scl, 1 fsbk Hydric Soil Indicators: Histosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed On Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes Wetland Hydrology Present? Yes Hydric Soils Present? Yes Remarks: X No Is the Sampling Point _ No X Within a Wetland? Yes No X No X N:enviro\SStokes\Proposals\DunnCreekGreenway_12082306A\Wetland.W3.DP#2B_ NW