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HomeMy WebLinkAbout20060466 Ver 1_401 Application_20060321Civil Engineering & Planning March 21, 2006 Mr. Eric Alsmeyer US Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of Neuse Road, Suite 120 Raleigh, North Carolina 27615 \,; r, r ECE VED Ms. Cyndi Karoly NC Division of Water Quality Central Office ;? D 00 0 2321 Crabtree Boulevard, Suite 250 Raleigh, North Carolina 27604 - 2260 RE: Pre-Construction Notification for Whispering Pines Subdivision USACE AID# 200521019 OJT= DWQ Project # TPBRRO 05-111 M?`?' ? ? 2,006 Dear Mr. Alsmeyer and Ms. Karoly, pENt+ • V4ATiri1 ?? A?ITYt'31 Please find attached, the completed Pre-Construction Notification Application or proposed stream, wetland, and Tar-Pamlico riparian buffer impacts associated with Whispering Pines Subdivision, located in Franklinton, Franklin County, North Carolina. The Franklin County tax PIN for the property is 1864-28-6200. The site covers 155.03 acres east of Hicks Road (SR 1125) and south of Cedar Creek Road (SR 1116) and is located in the Tar-Pamlico river basin. Included with this application are detailed drawings depicting the proposed impacts as well as site layout and preliminary utility and drainage construction drawings for the subdivision. Site concurrence was held with Mr. Mike Horan of the North Carolina Division of Water Quality (DWQ) and a Tar-Pamlico Buffer Determination was issued on June 23, 2005. Site concurrence was held with Ms. Andrea Wade of the US Army Corps of Engineers (USACE). A Jurisdictional Determination was issued my Mr. Thomas Brown of the USACE on July 11, 2005. This is the first application for this property and covers impacts related to the installation of two proposed stream crossings by residential streets. A second application is anticipated for impacts associated with the remainder of the subdivision. This second application will include detailed drainage calculations, storm drainage design, and site erosion control and grading. The design of the proposed project involved extensive avoidance and minimization during the subdivision layout and planning stage. There are five stream-wetland complexes on the site, as well as the floodplain for Cedar Creek along the southern property boundary. The layout for the streets and lots was oriented to completely avoid these complexes. Several additional stream crossings were removed from the initial subdivision layouts to avoid impacts to those streams. The two unavoidable impacts were necessary for several reasons. The first impact, Tanglebriar Trail is the main subdivision entrance from Hicks Road. The design of the Hicks road crossing was limited by several factors. First, due to Hicks Road being at 3.43% superelevation, the slope of Tanglebriar Trail from Hicks Road was limited to 4.67% to meet NC DOT requirements regarding rollover angle. Due to the length of Tanglebriar Trail, the minimum slope at Fernspring Drive was limited to 5%. These two restrictions create a fill situation at the stream crossing that cannot be altered. Phone: (919) 85+7990 ? Fax: (919) 85+7925 ? 972 Trinity Road ? Raleigh, North Carolina 27607 The second impact, Raccoon Run Lane, is necessary to provide access to the northwestern section of the property. Although this area of the property does have an access point from Cedar Creek Road, the current location is the only possible crossing point to provide access to the remainder of the subdivision. The location of the impact is limited by street radius requirements. The impact is also limited by the cover requirement for Raccoon Run Lane over the culvert. This requirement increases the elevation of the street surface and creates fill requirements along the right-of-way. The resulting proposed impact totals are: Permanent Wetland Impacts Accumulated area: 189 sgft (0.0043 acres) Permanent Stream Impact: 151 If 775 sqft (0.0178 acres) Temporary Stream Impact: 23 If 85 sgft (0.0019 acres) Permanent Neuse River Buffer Impact - Zone 1 Accumulated area: 9,264 sqft (0.2127 acres) Permanent Neuse River Buffer Impact - Zone 2 Accumulated area: 4,758 sgft (0.1092 acres) Temporary Neuse River Buffer Impact - Zone 2 Accumulated area: 444 sgft (0.0102 acres) As compensatory mitigation for stream impacts, we propose payment to the North Carolina Ecosystem Enhancement Program's (EEP) In-Lieu-Fee Program. We have submitted for approval from EEP and have not received it at the time of this submittal. When approval is received, it will be forwarded to the USACE and the DWQ. Please do not hesitate to contact me if you have questions, comments or concerns about this application. Thank you in advance for your time spent reviewing this permit application. Sincerely, Shawn F. Guyer, E.LT Environmental Engineering Assistant i r?t .? G 6 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not WPLH at OWL V1 im 1. Processing MAR 2 1 2006) 1. Check all of the approval(s) requested for this project: PtNN - ??AUk ?1??A?Fa` Y WeTWQ3_ aV $T?ATFI 1 B ® Section 404 Permit ® Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit #39 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II: Applicant Information L Owner/Applicant Information Name: REG Investments (Robert Gaddy. JJr.) Mailing Address: 224 Cedar Creek Road Franklinton. North Carolina 27525 Telephone Number: Fax Number: E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Shawn Guyer _ Company Affiliation: Spaulding & Norris PA Mailing Address: 972 Trinity Road Raleigh, North Carolina 27607 Telephone Number: 919.854.7990 Fax Number: 919.854.7925 E-mail Address: shawn auldin norris.com Page 5 of 14 III. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than I I by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: Whispering Pines Subdivision 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 1864-28-6200 4. Location County: Franklin Nearest Town: Franklinton Subdivision name (include phase/lot number): Whispering Pines Subdivision Directions to site (include road numbers/names, landmarks, etc.): Travel north on Capitol Boulevard (US-1Lfrom I-440 19.5 miles Turn right onto Bert Winston Road (SR 1133). travel 1.9 miles Turn left onto Higks Road (SR 1125)travel approximately 0.75 miles. Site is located on the East (right side of the road 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 36.08161 ON 78.45242 °W 6. Property size (acres): 155.03 7. Name of nearest receiving body of water: Cedar Creek (Classification: C .NSW. Stream ID 28-29-(2)) 8. River Basin: Tar-Pamlico (Subbasin 03-03-01 • USGS HUC Upper Tar (03020101)) _ (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http:/ih2o.enr.state. nc us/admin/maw.) Page 6 of 14 9. Describe the existing conditions and general land use in the vicinity of the project at the time of this application on the site: The site is a combination of pasture and mixed pine/hardwood forest communities The site has undergone forestry related agricultural practices in the past evidenced by skid trails and logging roads. A sanitary sewer main was installed along t_he floodplain of Cedar Creek on the southern boun of the propgM. 10. Describe the overall project in detail, including the type of equipment to be used: The moiect entails the development of a residential subdivision and the associated infrastructure including: roads water siWI and sanitary and storm sewers Equipment used will include, but is not limited to trackhoe excavators bulldozers, rollers asphalt pavers, and other grading, and road construction equipment 11. Explain the purpose of the proposed work: The purpose of the proposed work is to provide the necessary infrastructure to support a residential subdivision of single familv homes. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. Mr. Thomas Brown of the US Army Corns of Engineers issued a Jurisdictional Determination on July 11, 2005 USACE AID # 200521019). Mr. Michael Horan of the NC DWO issued a Buffer Determination on June 23, 2005. This is the first permit application for this property. Page 7 of 14 V.' Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. An additional permit application is anticipated for impacts associated with the remainder of the project. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Provide a written description of the proposed impacts: The proposed impacts associated with this project include impacts to jurisdictional stream channel, wetlands, and Tar-Pamlico Riparian Buffers for two residential street stream crossings. 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year F(yes/non es/no Distance to Nearest Stream linear feet Area of Impact (acres) Impact Area #I Road grading and storm drainage Forested No 0 0.0043 Total Wetland Impact (acres) 0.0043 Page 8 of 14 3. List the total acreage (estimated) of all existing wetlands on the property: 1.34 acres delineated 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact indicate on ma Before Impact linear feet acres Impact Area #1 UT to Cedar Creek Road grading and perennial 5 151 0 0178 Permanent storm drainage . Impact Area #1 UT to Cedar Creek Road grading and Perennial 5 12 0012 0 Temporary storm drainage . Impact Area #2 UT to Cedar Creek Road grading and perennial 3 143 0 0111 Permanent storm drainage . Impact Area #2 UT to Cedar Creek Road grading and perennial 3 11 0 0007 Temporary storm drainage . Total Stream Impact (by length and acreage) Permanent 294 0.0289 Temporary 23 0.0019 5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Site Number indicate on ma Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc. Area of Impact acres N/A N/A Total Open Water Impact (acres) N/A 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): Permanent Temporary 0.0289 0.0019 Wetland Impact (acres): Permanent 0.0043 Open Water Impact (acres): N/A Total Impact to Waters of the U.S. (acres) Permanent Temporary 0.0332 0.0019 Total Stream Impact (linear feet): Permanent Temporary 294 23 Page 9 of 14 _am 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A Pond Creation if construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): N/A Current land use in the vicinity of the pond: N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. The design of the proposed project involved extensive avoidance and minimization during the subdivision layout and planning stage. There are five stream-wetland complexes on the site, as well as the floodplain for Cedar Creek along the southern property boundary. The layout for the streets and lots was oriented to completely avoid these complexes. Several additional stream crossings were removed from the initial subdivision Iayouts to avoid impacts to those streams. Two unavoidable impacts were necessary for several reasons. The first impact, Tanglebriar Trail is the main subdivision entrance from Hicks Road. The design of the Hicks road crossing was limited by several factors. First, due to Hicks Road being at 3.43% superelevation, the slope of Tan lebriar Trail from Hicks Road was limited to 4.67% to meet NC DOT requirements regarding rollover angle. Due to the length of Tanglebriar Trail, the minimum slope at Fe=ring Drive was limited to 5%. These two restrictions create a fill situation at the stream crossing that cannot be altered. The second impact, Racoon Run Lane, is necessary to provide access to the northwestern section of the property. Although this area of the property does have an access point from Cedar Creek Road, the current location is the only possible crossing point to provide access to the remainder Page 10 of 14 of the subdivision. The location of the impact is limited by street radius requirements. The impact is also limited by the cover requirement for Racoon Run Lane over the culvert. This requirement increases the elevation of the street surface and creates fill requirements along the right-of-Way. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at 1ittp://1i2o. enr. state. nc.us/newetlands/strmgide. html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction Please attach a separate sheet if more space is needed. Compensatory mitigation will be made throu hg_payment to the North Carolina Ecosystem Enhancement Program's In-Lieu-Fee Program.. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For Page 11 of 14 additional information regarding the application process for the NCEEP, check the NCEEP website at http://1i2o.enr.state.nc.us/%vrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): 294 Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No ? 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ® No ? Page 12 of 14 2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet 1 Permanent 17,285 2 Permanent 8,025 Temporary 983 Total Permanent 25,310 Temporary 983 * Zone I extends out 30 feet perpendicu additional 20 feet from the edge of Zone 1. Multiplier Required Mitigation 3 (2 for Catawba) 1.5 the top of the near bank of channel; Zone 2 extends an 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or.0260. We do not believe that buffer mitigation is required. Each of the two street crossings impacts less than 150 feet or one-third of an acre of protected riparian buffer. XI. Stormwater (required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Stormwater issues will be discussed in the permit application for the remainder of the site. XH. Sewage Disposal (required by DWQ) 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. Wastewater generated by Whispering Pines will be transported to an existing sanitary sewer outfall on the southern property boundary and from there conveyed tot he Franklin County Cedar Creek Wastewater Treatment Plant. XM. Violations (required by DWQ) i Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Page 13 of 14 Is this an after-the-fact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at lhttpJ/h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This project will not result in any additional development. The sewer outfall that the project is utilizing already exists and the project does not provide street stubs to any parcels that do not already have significant road frontage, XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applica t/ ent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 14 of 14 Jtm 10 05 05446p SPSULDING6NORRIS, PR t819J854-7925 P,2 0IN Civil Engineering & Planning AGENT AUTHORIZXTION-h'C3CtM ' ALL BLANKS TO B N T NDOWNER.. ? L A EELLED JN BY CURRE Name.-. ••+ ,w A . - r Addrvhs: 22 1`-.p r4l1 G y ..r1o ?ZS..a 71.5 Phonr Project N ame/Description: - QAddy Pro M1X/ ResidentW1ubdivisW / Date: l3 - i o -0 The Department of the Army -US Army Cotes of-Engineers Wilatineton District P@-Box 1890 Wilmington, NC 28402-1890 Attn: Ms. Andrea Wade Field Office: Raleigh ReeulaIM Field Oft i Re: Wetlands Related Consulting & Permitting To Whom It May Conccm: I, tbe, current property owner, hereby designate and autho&e Spaulding & Norris, P.A., 'to act on my behalf as my agent in the processing of permit applications; to-fumishWon regaesrsupplemental-information in sappart at'appiicatiolls; etc:, Ernn this day forward: 'Phis the ?j_(*L-.,- day of Itis notification supercedes any previous correspondence concerning the agentTor this Pr'ojecl: PRINT Owner's Name PROPERTY Owner-s Signature Cc: Ms. Cyndi Karoly NCUENR 'Division of Water-Quality 401- Ovcrsighti- Express Review Pem&titig -Uait- -1-659--Mai l Service -Center Rdleigk, NC 276971650 Phone: (010) 854,79901 a F,u: (914) 854-797.5 * 072 Tvinirv Rrtut • Ri6i0i. 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Koss jr., Secretary `OCR pG North Carolina Department of Environment and Natural Resources Cq Alan W. Klimek, P.E. Director Colleen H. Sullins, Deputy Director Division of Water Quality Page 1 of 1 une aa, TPBRRO# 05-111 County: Franklin Spaulding & Norris, PA 972 Trinity Road Raleigh, NC 27607 Attn: Mr. Shawn Guyer BASIN: Neuse River (15A NCAC 2B .0233) Complaint NOV Tar-Pamlico X (15A NCAC 2B.0259) Buffer Determination X Incident # Appeal Call Project Name: Gaddy Property Location/Directions: Intersection of Hicks Road & Cedar Creek Rd. Project # 53604 Subject Stream: UT's to Cedar Creek Date of Determination: 4/15/05 Feature Start Buffer GPS Points (if provided) Stream Form Appeal Call Located on Soil Survey Located on USGS Topo 0-229 TPBR Start flag X R-190 TPBR Start flag X X Pond See comments X X J-216 TPBR Start flag X C433 TPBR Start flag X A-101 TPBR Start flag X Comments: Pond located on feature R-190 (outlet exists on Right side of pond looking downstream) Raleigh Regional Office 1628 Mail Service Center iN DU4R Water Quality Section Raleigh, NC 27699-1628 phone (919) 571-4700 Customer Service facsimile (919) 571-4718 1-877-623-6748 Franklinton 6/23/2005 Page 2 of 2 This on-site determination shall expire five (S) 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% Cyndi Karoly, DWQ Wedands/401 Unit, 2321 Crabtree Blvd, Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" surface waterfront the buffer rule may ask for an adjudicatory hearing. You must act within 60 days of the date thatyou 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 Genera! 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 properly (stated above). This project may require a Section 4041401 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, Michael Horan Environmental Spec. I CC: Franklin County, Planning and Inspections, 215 East Nash Street, Louisburg, NC 27549 Franklin Soil and Water, 101 B. South Bickett Blvd, Louisburg, NC 27549 Jean Maneule, US Army Corps of Engineers, Raleigh Regulatory Office Wetlands/ Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604 File Copy Central Files ?' S.'\qr jl/ ,; ?uhsta zs< j ^? r Cti o , t il? w. Ce I ri l ri a R'¢ i i a \ o ge f DiSpoya 1?\. ?;,I,` ;.?. ?` ,ij - ?, ' '?•?j6?r 1? t , ? % : ?i? r? ?ll1jG t __.; ??\ ? ' f' ? .-J./.'i ` r.. r'!. j jl; f? /?? ? ?,r Ali} ? // ? ) '?? i%l I I ` _/ •'' II `;`-. -__ ..N ?u ..1? ? i? l r?l ???\.l - -~lr'\? /?? -.I? •,?/? I I ?/' `,``I\? J?i{/ ? / j?-f i'? ( ??? ? u ?(, 'j./ ` ?\ ?\ N 00 D -M l _q KV], CO- 0 (mac J ; Qv %? J) is `\? \??V r •.\?• ? I ? p (1 1, t, / ? , /' ? ` \ ?~11,? ? er(r1<, , l 0-"g 3.4 IVI 44, Raw r W dig" it IP -k 'Al e 4z i A'i Jf' COPY U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. 200521019 County: Franklin U.S.G.S. Quad: Franklinton NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner/Agent: REG Investments Address: 244 Cedar Creek Road Franklinton, NC 27525 Telephone No.: Size and location of property (waterbody, road name/number, town, etc.) The property is Located on the east side of Hicks Road (SR 1125), approximately 0.75 miles from it's intersection with Bert Winston Road (SRI 133) in Franklin County, NC. Indicate Which of the Following Apply: Based on preliminary information, there may be wetlands and streams on the above described property. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. X There are wetlands and streams on the above described property subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. We strongly suggest you have the wetlands and streams on your property delineated. Due to the size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps. X The wetlands and streams on your property have been delineated and the delineation has been verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. The wetlands and streams have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on _. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in Washington, NC, at (252) 946-6481 to determine their requirements. Remarks: Corps Regulatory Official: Date July 11, 2005 Expiration Date July 11, 2010 Page 1 of 2 " RECEIVED JUL 1 2 2005 Action Id. 200521019 Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Thomas Brown at 919- 876-8441 x22. Basis For Determination: Corps Regulatory Official (Initi FOR OFFICE USE ONLY: • A plat or sketch of the property and the wetland data form must be attached to the file copy of this form • A copy of the "Notification Of Administrative Appeal Options And Process And Request For Appeal" form must be transmitted with the property owner/agent copy of this form • If the property contains isolated wetlands/waters, please indicate in "Remarks" section and attach the "Isolated Determination Information Sheet" to the file copy of this form. CF: Spaulding and Norris, PA Attn: Shawn F Guyer 972 Trinity Road Raleigh, NC 27607 ?c) I11 IC'<?TIC ' t )F AI)??1INISTIUI I`I`'L .?1'PCfLL OI' I IOv? . NI) f1Z0 1 SS ,AND 1J?t )i t1?I' f UI?. A'f'pAL? _ 1 -= - w Applicant: REG Investments File Number: 200521019 Date: Jul 11, 2005 Attached is: See Section below INITIAL PROFFERED PERMIT (Standard Permit or Letter of A permission) PROFFERED PERMIT (Standard Permit or Letter of permission) B PERMIT DENIAL C X APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E SECTION I - The fo11o«tng_ dcntifie5 yuiir rights aiid options regarding am Idministrative appeal of.t i aho?c deci:?ion,` Additiolial itlformatton'r is}' be fotllid at lift u'Slice:ariiiim,I/I,het'ftInC(ions/C?'V/ccc«c)/r, Of Cor,sre??ulatiozis,at 3:>_CPIZPart ?331.._ A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that the permit be modified accordingly. You must complete Section H of this form and return the form to the district engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below. B: PROFFERED PERMIT: You may accept or appeal the permit • ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your signature on the Standard Permit-or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit. • APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new information. • ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the date of this notice, means that you accept the approved ID in its entirety, and waive all rights to appeal the approved JD. • APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the date of this notice. E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the Corps to reevaluate the JD. I C 11(?l T I1 - ICE UE5'C, QK-APPEAL'-pr.UBJEC 14ONS TO,-AI INITIAL PROFFERED PEk-1,04 ' REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record.) ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However, you may provide additional information to clarify the location of information that is already in the administrative record. ,POINT,oF CONTAC I' FQR' U 'IIONSIOIZ INFORMATION. If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact: may also contact: Thomas Brown Mr. Michael F. Bell, Administrative Appeal Review 6508 Falls of the Neuse Road Officer Suite 120 CESAD-ET-CO-R Raleigh, NC 27614 U.S. Army Corps of Engineers, South Atlantic Division 919-876-8441 x22 60 Forsyth Street, Room 9M15 Atlanta, Georgia 30303-8801 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. DIVISION ENGINEER: Commander U.S. Army Engineer Division, South Atlantic 60 Forsyth Street, Room 9M15 Atlanta, Georgia 30303-3490 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Gaddy Property (S&N# 536-04) ate: 05.27.2005 Applicant/Owner ounty: Franklin Investiator: Shawn Guyer tate: North Carolina Do Normal Circumstances exist on the site? ®Yes ?No ommunity ID: Is the site significantly disturbed (Atypical Situation)? ?Yes ®No ransect ID: Is the area a potential Problem Area? ?Yes ®No lot ID: If needed, explain on reverse. VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator Acerrubrum TR FAC 9. Polystichum acrostichoides HR FAC 2. Lblodendron tulipifera TR FAC 10. Vitis rotundifolia VI FAC 3. Liquidambar styreciflua TR FAC+ 11. 4' Pinus taeda TR FAC+ 12. Acer rubrum SS FAC 13. 6' Liquidambar styracitlue SS FAC+ 14. 7. Microstegium vimineum HR FAC+ 15. 8. Smilax rotundifolia HR FAC 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC- . 100% Remarks: Hydrophytic vegetation present. HYDROLOGY Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: ? Stream, Lake, or Tide Gauge Primary Indicators: ? Aerial Photographs ? Inundated ? Other ? Saturated in Upper 12 Inches ® No Recorded Data Available ? Water Marks ? Drift Lines ? Sediment Deposits Field Observations: ? Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: N/A (in.) ? Oxidized Root Channels in Upper 12 Inches ? Water-Stained Leaves Depth to Free Water in Pit: NIA (in.) ? Local Soil Survey Data ? FAC-Neutral Test Depth to Saturated Soil: NIA (in.) ? Other (Explain in Remarks) Remarks: Wetland hydrology is not present. i SOILS Map Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No j Profile Descriptions: Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc, 00-10° 10YR 4/3 7.5YR 4/6 5% Loam 10°-18°+ 2.5Y 6/6 - - Sandy Loam 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: Hydric soils not present. D DETERMINATION Hydrophytic Vegetation Present? Wes ?No (Check) Wetland Hydrology Present? ?Yes ®No Hydric Soils Present? OYes ®No (Check) this Sampling Point Within a Wetland? ?Yes ®No Remarks: Data form was filled out at a location approximately 25' upslope from flag #T-32. Approved by HQUSACE 3/92 Forms version 1/02 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Gaddy Property (S&N #536-04) ate: 05.27.2005 Applicant/Owner. ounty: Franklin Investigator: Shawn Guyer State: North Carolina Do Normal Circumstances exist on the site? Wes ?No ommunity ID: Is the site significantly disturbed (Atypical Situation)? ?Yes ®No ransect ID: Is the area a potential Problem Area? ?Yes ONo lot ID: r I If needed, a lain on reverse.) VMPTOTICIN Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1 ' Acer rubrum TR FAC 9. 2. Ulmus americana TR FACW 10. 3. Acer rubrum SS FAC 11. 4. Liquidamber styraciBua SS FAC+ 12. 5. Microstegium vimineum HR FAC+ 13. 6. Smilax rotundifolia HR FAC 14. 7' Polystichum acrostichoides HR FAC 15. 8. Vdis rotundifolia VI FAC 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC- . 100 Remarks: Hydrophytic vegetation present. Other non-dominant trees present included: loblolly pine, slippery elm, sweetgum, river birch, and tulip tree. HYDROLOGY Recorded Data (Describe in Remarks): Welland Hydrology Indicators: ? Stream, Lake, or Tide Gauge Prima ry Indicators: ? Aerial Photographs ? Inundated ? Other ® Saturated in upper 12 Inches ® No Recorded Data Available ? Water Marks ? Drift Lines ? Sediment Deposits Field Observations: ? Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: NIA (in.) ® Oxidized Root Channels in Upper 12 Inches ? Water-Stained Leaves Depth to Free Water In Pit: -10.0 (in.) ? Local Soil Survey Data ® FAC-Neutral Test Depth to Saturated Soil: 6.0 - 8.0 (in.) ? Other (Explain in Remarks) Remarks: Weband hydrology present. Hole had filled to approximately 10.0 inches from the surface 15 minutes after hole was punched. Cn11 C IMap Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No Profile Descriptions: Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc, 011-3" 10YR 3/2 7.5Y 3/4 10% Loam 3"-10" 10YR 4/1 10YR 3/6 15% Sandy Loam 1011-16" GL 1 6/10Y 10YR 5/6 5% Sandy Loam 16"-18"+ GL 1 6/10Y 10YR 5/8 10% Sandy Clay 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 ® Gieyed or Low-Chroma Colors ? Other (Explain in Remarks) Remarks: Hydric soils are present, as evidenced by strongly gleyed soil below a depth of 10'. WETLAND DETERMINATION Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check) Wetland Hydrology Present? ®Yes ?No Hydric Soils Present? Wes ?No Is this Sampling Point Within a Wetland? ®Yes ?No Remarks Data Form was filled out at a location approximately W downslope from flag #T-32. The wetland area is a slope wetland/seep located on a hillside adjacent to a small stream. Approved by HQUSACE 3/92 Forms version 1102 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Applicant/Owner: Gaddy Property (S&N #536-04) G Do Normal Circumstances exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? ®Yes ?No ?Yes ONo ?Yes ®No ID: 05.27.2005 Franklin North Carolina ity ID: ID: VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Lguidembar styraciflua TR FAC+ 9. Acer rubrum HR FAC 2' Lftdendron tulipifera TR FAC 10. Liriodendron tulipifers HR FAC 3' Pinus taeda TR FAC 11. Smilax rotundifolia HR FAC 4' Acerrubrum TR FAC 12. 5' Carya cordiformis ?? SS FAC 13. 6' Luiodendron tulipifera SS FAC 14. 7' Lquidambar s"ciflua SS FAC+ 15. Comus florida SS FACU 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAG-). 90% Remarks: Hydrophytic vegetation is present HYDROLOGY ? Recorded Data (Describe in Remarks): Welland Hydrology Indicators: ? Stream, Lake, or Tide Gauge Primary Indicators: ? Aerial Photographs ? Inundated ? other ? Saturated in upper 12 Inches ® No Recorded Data Available ? Water Marks ? Drift Lines ? Sediment Deposits Field Observations: ? Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: NIA (in.) ? Oxidized Root Channels in Upper 12 Inches ? Water-Stained Leaves Depth to Free Water in PH: NIA (in.) ? Local Soil Survey Data ? FAC-Neutral Test Depth to Saturated Soil: N/A (in.) ? Other (Explain in Remarks) Remarks: Wetland Hydrology is not present. SOILS Map Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No Profile Descriptions: Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc, 0"-1611+ 10YR 5/6 - - Sandy Loam Hydric Soil Indicators: ? Histosol ? Concretions ? Histic Epipedon ? High organic content in Surface Layer in Sandy Soils ? Sutfidic 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: Hydric soils are not present. D Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check) Wetland Hydrology Present? ?Yes ®No Hydric Soils Present? ?Yes ONo s this Sampling Point Within a Welland? ?Yes ®No Remarks: Sampling point was located approximately 30' upslope from flag #J-133. Approved by HOUSACE 3/92 Forms version 1102 DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: Gaddy Property (S&N# 536-04) ate: 05.27.2005 Applicant/Owner: ounty: Franklin Investiaator: Shawn GUVer tat,: North Carolina Do Normal Circumstances exist on the site? ®Yes ?No ommunity Is the site significantly disturbed (Atypical Situation)? ?Yes ONo ransect ID: Is the area a potential Problem Area? ?Yes ONo lot ID: ID: VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1 ' Acerrubrum TR FAC 9. Arundinaria gigantea HR FACW 2. Lftdendron tulipifera TR FAC 10. Microstegium vimineum HR FAC+ 3. Pinus taeda TR FAC 11. Poystichum acrosb6hoides HR FAC 4. Comus floridia TR FACU 12. Athyrium filix femina ssp. HR FAC 5. Liquidambar styraciflua SS FAC+ 13. Smilax rotundifolia VI FAC 6. Buckeye (Red/Yellow?) SS unknown 14. Vitls rotundifolia VI FAC 7. Lblodendron tulipifera SS FAC 15. 8. Acer rubrum SS FAC 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC- . 95% Remarks: Hydrophytic vegetation is present. Other non-dominant species include: honeysuckle, hickory, buckeye. HYDROLOGY Recorded Data (Describe in Remarks): ? Stream, Lake, or Tide Gauge ? Aerial Photographs ? Other Welland Hydrology Indicators: Primary Indicators: ? Inundated ® Saturated in upper 12 Inches 10 No Recorded Data Available ? Water Marks I ? Drift Lines ® Sediment Deposits Field Observations: ? Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: NIA (in.) ® Oxidized Root Channels in Upper 12 Inches ? Water-Stained Leaves Depth to Free Water in Pit: 10" (in.) ? Local Soil Survey Data ? FAC-Neutral Test Depth to Saturated Soil: 4" (in.) ? Other (Explain in Remarks) Remarks: Wetland hydrology present. SOILS i Map Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? ?Yes ? No Profile Descriptions: Depth Matrix Color Mottle Colors Mottle Abundance/ Texture, Concretions, (inches) Horizon (Munsell Moist) (Munsell Moist) Size/Contrast Structure, etc, 0"-4" 10YR 5/3 - - Clay Loam 4"-12" 10YR 4/1 10YR 3/6 30% Clay Loam 12"-18"+ 10YR 4/1 10YR 4/6 30% Sandy Clay 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: Hydric soils are present. WETLAND DETERMINATION Hydrophytic Vegetation Present? ®Yes ?No (Check) (Check) Wetland Hydrology Present? ®Yes ?No Hydric Soils Present? ®Yes ?No Is this Sampling Point Within a Wetland? ®Yes ?No Remarks: Wetland data form sampled at a location near flag #J-133. The wetland area is a riparian wetland adjacent to a stream Approved by HQUSACE 3/92 Forms version 1/02