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HomeMy WebLinkAbout20060809 Ver 2_401 Application_20070222i Project Summary Sheet for the Corps Va -b6?ag°5 Owner [Applicant Name: Mailing Address: Phone Number: Mr. Harlan Haskins 27171 Homewood Dr. Bonita Springs, FL 34135 239-633-6371 'Al' ENT ECEIVED Street Address of Project: 41 Castleman Rd. Franklin, NC Nearest Waterwa : Fulcher Branch River Basin: Little Tennessee Nearest Ci : Franklin Count : Macon Decimal Degree Coordinate Location of Project Site: 35.1252° N 83.3580° W t1SGS Quadrangle Name: Scaly Mt. & Corbin Knob .k Wetland and Natural Resource Consultants, Inc. February 5, 2007 To: US Army Corps of Engineers Attn: Ms. Lori Beckwith 151 Patton Ave, Room 208 Asheville, North Carolina 28801-5006 Re: PCN Request Harlan Haskins Pond Macon County, North Carolina Ms. Beckwith: The attached Pre-Construction Notification (PCN) is being submitted on behaif of Mr. Harlan Haskins for his proposed pond in Macon County, North Carolina. We are seeking Nationwide 39 permit authorization for these impacts. Please do not hesitate to contact me should you have any questions. Best regards Neill Yelverton 828-712-9613 J/yr 14? i Canton Office Newton Office PO Box 882 wnrinc.com PO Box 224 Canton, NC 28716 Newton, NC 28658 828-648-8801 828-465-3035 828-648-8802 Fax i 828-465-3C50 Fax Wetland and Natural Resource 0onsuitants, inc. Department of the Army Wilmington Dism' 'ct, Corps of Engineers Attn: Chen Jolley, Chief Regulatory Division BOX 1390 Wilmington, North Carolina 28402-1896 -and- NC Division of Water Quaint/ Attn: 'Cyndi K.aroiy 2321 Crabtree Blvd. ?aleiga, i!4¢r? Carolina 260-226 1, the current landowner of the property identified below, hereby authorize Wetland and Natural Resource Consultants, Inc. to act on my behaif as my agent during the processing .or" permits to impact Wetlands and Waters of the US that are regulated by the Clean Water. Act and the Rivers and Harbors Act. Federai and Mate agents are authorized to be on said property atvhen accompanied by Imedand and Natural Resource Consultants, ;inc. staff. Wetland and Natural Resource Consultants, Inc. is authorized to provide suppiemental information needed for permit processing at the request of the Corps or DWQ. Property Owner of Record: roperi?h,, Owner Address: Property Owner Address: Phone number* Project iMame: Property Location: Owner's Signature: !!;ate: Canton Office 'O Box 882 !anion, i`iC 28i v 828-648-880 1 828-0?0'-"-8802 - .3 - 371 vvnrinc.corn i?i2'A1tcn Oi 1ce 'O X30.: 224 tiC?Et?iGt?, stfC 286::8 i ?. r / Name: CORBIN KNOB $?p 2 Location: 035.1253547'N 083.3566637* W Date: 1/16/2007 1 Caption: Haskins Pond Scale: 1 inch equals 2000 feet (C) 1998, Q Z J O Q U O z z Z) O U Z O U S LL O w Cl) J_ O U) 70 c O a. U) c U) m 2 plc - ogoq VZ l- M O O O N c y to LL o co N O r N O 0 P M O a? a? ?o A o N O O T N L O t'n 7 ? o yU z d 3 s` S ? z CI WETLAND DELINEATION MAP 1 This illustration depicts the approximate units of jurisdictional waters of the U.S. (wetlands, open waters, and streams) delineated (flagged) using the Corps of Engineers Wetlands Delineation Manual. Findings subject to future change and revision. 2) jurisdictional wetland areas exhibit positive indicators of all three required parameters (vegetation, soils, and hydrology). 3) Stream classifications are based on Identivication Methods for the Origins of Intermittent and Perennial Streams Version 3.1 (NC Division of Water Quality). Origin points are subject to change based on environmental factors. Ephemeral drainages are typically not regulated but may be captured as jurisdictional. 4) All findings are approximate until a juriscitional determination is obtained from the US Army Corps of Engineers in accordance with Wilmington District policy of July 2005. 5) jurisdictional wetland and stream locations are not final until platted by a licensed land surveyor in accordance with Wilmington District policy of july 2005. l 6) All dimensions, position locations, and boudaries, including GPS wetland I and stream positions, are approximate and are not suitable for recordation. i 7) In most cases permits are required to impact or disturb waters of the US. Project proponent is liable for land disturbing activities on the site undertaken prior to a final jurisdictional determination or permit issuance. f l l i? I? ?J 1 WNR Version 12-10-2006 ? v? Zvi jurisdictional Stream(s) Culvert / Road Crossing Gail ® RT H Wetland and Natural Resource Consultants f = P.O. Box 882 Canton, N.C. 28716 - =«"a 828-648-8801 1 of 1 l " = 100' 1 Neill Yelverton 1 02-05-07 Stream & Wetland Impact Map me: Harlan Haskins Pond Project Macon County, North Carolina ro?ect o e: Harlan Haskins HH-1000 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 Applicable" or "N/A".) 1. Processing 'fir`" N1,ENT RECEIVED 1. Check all of the approval(s) requested for this project: ® 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:' )9 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: ? ! 11. Applicant Information 6 ';3 (j [ L= 11 ? 7,e7C5?7, 11 1. Owner/Applicant Information FLE 8 2 2 20C % Name: Mr. Harlan Haskins Mailing Address: 27171 Homewood Dr. DENR _ WATQk U" .iL, Bonita Springs, FL 34135 V?'"DS°' sreyYER HW? Telephone Number: 239-633-6371 Fax Number: 239-947-3857 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: Mr. Neill Yelverton Company Affiliation: Wetland and Natural Resource Consultants. Mailing Address: P© Box 882 Canton. North Carolina 28716 Telephone Number: 828-712-9613 Fax Number: 828-648-8802 E-mail Address: neill(a?wetland-consultants.com 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 Page 1 of 8 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 11 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: Haskins Pond Project 2. T.I.P. Project Number or State Project Number (NCDOT Only): 3 Property Identification Number (Tax PIN): 0146930 4. Location County: Macon Nearest Town: Franklin Subdivision name (include phase/lot number):n/a Directions to site (include road numbers/names, landmarks, etc.):From Asheville, take I-40 west to Waynesville Take Great Smoky Mtn Expressway past Sylva to Hwy 441. Take Hwy 441 South In Franklin take the exit for Hwy. 64. Turn left at the bottom of the ramp and immediately look for Belleview Road on the right. Take Belleview to the first stop sign, and continue straight on Clarks Chapel Look for Fulcher Rd. on the left. Turn on Fulcher and continue to Castleman road on the left. This is the entrance to the sight. 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): 35.1255°N 83.3583°W 6. Property size (acres): 1.43 acres 7. Name of nearest receiving body of water: Fulcher Branch River Basin: Little Tennessee (Note this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: Existing conditions on the site are open field. The channel is a small spring fed channel that does drv up during some periods of the yesr. Surrounding land uses are agriculture forestry and residential. Page 2 of 8 Describe the overall project in detail, including the type of equipment to be used: The project involves construction of an earthen dam to create a 0.5 acre pond. Heavy equipment will be used for construction of the dam. Explain the purpose of the proposed work: The purpose of this project is to create a recreational pond. 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. A PCN was submitted previously by another consulting firm, the PCN was put on hold by NC DWQ because the applicant neglected to list the specific permit number requested (Section L 2.) 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. None at this time. 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. Provide a written description of the proposed impacts: The proposed impacts are 50 feet of fill for the construction of an earthen dam, and 185 feet of flooding. 1. 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 Type of Impact Type of Wetland I Located within 1 Distance to Area of Page 3 of 3 Site Number (indicate on map) (e.g., forested, marsh, herbaceous, bog, etc.) 100-year Floodplain (yes/no) Nearest Stream (linear feet) Impact (acres) n/a i Total Wetland Impact (acres) n/a 2. List the total acreage (estimated) of all existing wetlands. on the property: n/a 3. 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 Number (indicate on ma) ! Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) # 1 UT to Fulcher Br. Fill perennial 3 50 0.003 42 UT to Fulcher Br. Flooding perennial 3 185 0.013 Total Stream Impact (by length and acreage) 235 0.016 4. 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, dredaina. flooding, drainaLye, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on map) ocean, etc.) (acres) n/a Total Open Water Impact (acres) ; n/a j Page 4 of 8 5. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.016 Wetland Impact (acres): n/a Open Water Impact (acres): n/a Total Impact to Waters of the U.S. (acres) 0.016 Total Stream Impact (linear feet): 235 6. 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. 7. 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.): dam/embankment Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): fishing, recreation, aesthetic Current land use in the vicinity of the pond: agricultural Size of watershed draining to pond: 12.5 acres Expected pond surface area: 0.5 acres V11. 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 original plan has been modified in order to avoid and minimize impacts. The dam has been situated on existing underground sections of channel which will reduce the hard impact of the dam by 20' (from 70' to 50'). Also the originally requested 125' culvert below the dam has been removed from the plan. These measures will eliminate 145' of permanent impact. V211. 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. Page 5 of 8 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 http://h2o.enr.state.nc.us/ncwetlands/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. No mitigation is proposeddue to the minimal loss of low quality waters. 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 additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/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): Amount of buffer mitigation requested (square feet): Amount of Riparian wetland mitigation requested (acres): Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): X. Environmental Documentation (required by DWQ) Page 6 of 8 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, can 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 IDWQ) 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 (Neuse), 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 )? Yes ? No 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. I * Impact Required Zone Multiplier l?ditinatinn 1 3 (2 for Catawba) j 2 1.5 Total * Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 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. X11. 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 Page 7 of 8 the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. No impervious areas are planned for this project. MI. 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. n/a X111. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application?, Yes ? No ? MV. 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 http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: 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). ?/15/: Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 1 Page 8 of 8 Name of Stream Description Curr. Class Date O op..;iass Basin Stream index Cunningham Creek From source to Shope B Fork Mill Branch From source to B Cunningham Creek Ball Creek From-source to Coweeta B;Tr Creek Henson Creek From source to Ball B Creek Dryman Fork From source to Coweeta C;Tr Creek Howard Branch From source to Dryman C Fork North Fork From source to Coweeta B Coweeta Creek Creek Falls Branch From source to North B Fork Coweeta Creek Hickory Knoll From source to Little C;Tr Creek Tennessee River Doubletop Branch From source to Hickory C Knoll Creek Possum Branch From source to Hickory C Knoll Creek Bates Branch From source to Little C Tennessee River Hoalot Branch From source to Bates C Branch Skeenah Creek From source to Little C;Tr Tennessee Ri ver North Fork From source to Skeenah C;Tr Skeenah Creek Creek Shope Branch From source to North C;Tr Fork Skeenah Creek Battle Branch From source to North C;Tr Fork Skeenah Cr eek South Fork From source to Skeenah C;Tr Skeenah Creek Creek Black Mountain From source to South C;Tr Branch Fork Skeenah Cr eek Dowdle Branch From source to Little C Tennessee Ri ver Fulcher Branch From source to Little C --?.-_- Tennessee Ri ver McDowell Branch From source to Little C Tennessee Ri ver Satser Branch From source to McDowell C Branch 03/01/91 Little 2-10-1-3 Tennessee 03/01/91 Little 2-10-1-3-1 Tennessee 03/01/91 Little 2-10-2 Tennessee 03/01/91 Little 2-10-2-1 Tennessee 07/01/73 Little 2-10-3 Tennessee 07/01/61 Little 2-10-3-'1 Tennessee 01/01/90 Little 2-10-4 Tennessee 01/01/90 Little 2-10-4-1 Tennessee 07/01/73 Little 2-11 Tennessee 09/01/74 Little 2-11-1 Tennessee 09/01%74 Little 2-11-2 Tennessee 09/01/74 Little 2-12 Tennessee 09/01/74 Little 2-12-1 Tennessee 07/01/73 Little 2-13 Tennessee 07/01/73 Little 2-13-1 Tennessee 07/01/73 Little 2-13-1-1 Tennessee 07/01/73 Little 2-13-1-2 Tennessee 07/01/73 Little 2-13-2 Tennessee 07/01/73 Little 2-13-2-1 Tennessee 09/01/74 Little 2-14 Tennessee 09/01/74 Little 2-15 Tennessee 09/0!/74 Little 2-16 Tennessee 09/01/74 Little 2-16-1 Tennessee Page 3 of 18 USACE AID# DWQ # Ola - D 809 V 2. Site # (indicate on attached STREAM QUALITY ASSESSMENT WORKSHEET Provide the following information for the stream reach under assessment: 1. Applicant's name: Mr. Harlan Haskins 2. Evaluator's name: N. Yelverton 3. Date of evaluation: Januarv 30, 2007 5. Name of stream: UT to Fulcher Branch 4. Time ofwaluation: 11:00 am 6. River basin: Little Tennessee 7. Approximate drainage area: 12 ac. 8. Stream order: first ?i (based on WNR delineation 9. Length of reach evaluated: 100 feet 10. County: Macon 11. Site coordinates (if known):35.1252N / 83.3580 W 12. Subdivision name (if any):_n/a 13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):- Reach shown on maps where pond is proposed 14. Proposed channel work (if any): earthen dam and pond ' 15. Recent weather conditions: cold and dry 16. Site conditions at time of visit: cool 17. Identify any special waterway classifications known: 7Section 10 ETidal Waters [1Essential Fisheries Habitat nTrout Waters IIOutstanding Resource Waters [1 Nutrient Sensitive Waters ' IIWater Supply Watershed (I-IV) 18. Is there a pond or lake located upstream of the evaluation point? YESF w NOZ If yes, estimate the water surface area: 19. Does channel appear on USGS quad map? YES? NON 20. Does channel appear on USDA Soil Survey? YES? NO® 21. Estimated watershed land use: 5% Residential Commercial Industrial 20% Agricultural 75% Forested Cleared / Logged Other ( 22. Bankfull width: 2' 23. Bank height (from bed to top of bank): 1-3' 24. Channel slope down center of stream: []Flat (0 to 2%) Gentle (2 to 4%) [:?MModerate (4 to 10%) IISteep (>10%) 25. Channel sinuosity: FStraight Occasional bends IIFrequent meander Avery sinuous nBraided channel Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the?same ecoregion. Assign points to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture into a forest), the stream may' be divided into smaller reaches that display more continuity, and a separate form used to evaluate each reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the highest quality. Total Score (from reverse): 34 Comments: This is a low quality stream It has been in pasture Evaluator's Signature Hate 1-30-2007 STREAM QUALITY ASSESSMENT WORKSHEET ECOREGION POINT RANGE SCORE # CHARACTERISTICS Coastal Piedmont Mountain 000 Presence of flow / persistent pools in stream 0-5 0-4 0-5 2 01 no flow or saturation = 0; strop flow= max points) 2 Evidence of past human alteration 0-6 0-5 0-5 2 (extensive alteration = 0; no alteration= max points) 3 Riparian zone 0-6 0-4 0-5 2 no buffer = 0; contiguous, wide buffer = max points) 4 Evidence of nutrient or chemical discharges 0-5 0-4 0-4 3 (extensive discharges = 0; no discharges = max oints 5 Groundwater discharge 0-3 0-4 0-4 1 (no discharge = 0; springs, seeps, wetlands, etc. = max points) ?., 6 Presence of adjacent floodplain 0_ 4 0- 4 0- 2 0 (no flood lain = 0; extensive flood lain = max points) 7 Entrenchment / floodplain access 0- 5 0- 4 0- 2 0 a (deeply entrenched = 0; frequent flooding = max points) 8 Presence of adjacent wetlands j 0-6 0-4 0-2 0 acent wetlands = max points) no wetlands = 0; large ad 9 Channel sinuosity 0-5 0-4 0-3 1 (extensive channelization = 0; natural meander = max points) 10 Sediment input 0-5 0-4 0-4 2 (extensive de osition= 0; little or no sediment = max points) 11 - Size & diversity of channel bed substrate * NA 0-4 0-5 2 (fine, homogenous = 0; large, diverse sizes = max points) 12 Evidence of channel incision or widening 0-5 0-4 0-5 3 (deeply incised = 0; stable bed & banks = max points) 13 Presence of major bank failures 0-5 0-5 0-5 3 (severe erosion = 0; no erosion, stable banks = max points) d 14 Root depth and density on banks 0-3 0-4 0-5 3 E? (no visible roots = 0; dense roots throughout = max points) 15 Impact by agriculture, livestock, or timber production 0-5 0-4 0-5 1 (substantial impact =0; no evidence = max points) 16 Presence of riffle-pool/ripple-pool complexes 0 -' 0-5 0-6 1 (no es/ripples or pools = 0; well-developed = max points) 1 Habitat complexity 0-6 0-6 0-6 2 (little or no habitat = 0; frequent, varied habitats = max points) 18 Canopy coverage over streambed 0-5 0-5 0-5 no shading vegetation = 0; continuous canopy = max points) x 19 Substrate embeddedness NA* 0-4 0-4 2 (deeply embedded = 0; loose structure = max) 20 Presence of stream invertebrates (see page 4) 0-4 0-5 0-5 1 no evidence = 0; common, numerous types = max points) 21 Presence of amphibians 0-4 0-4 0-4 0 Q (no evidence = 0; common, numerous types = max points) O 22 Presence of fish 0-4 0-4 0-4 0 -+ (no evidence = 0; common, numerous types = max points) 2' Evidence of wildlife use 0-6 0-5 0-5 1 (no evidence = 0; abundant evidence = max oints Total Points Possible 100 100 100 'I'O'WA. SCORE (also enter on first page) 34 * These characteristics are not assessed in coastal streams. North Carolina Division of Water Quality -- Stream Identification Form; Version 3.1 Date: Jan. 30, 2007 Project: Haskins Pond Latitude: 35.1252° Evaluator: N. Yelverton Site: Dam Site Longitude: 83.3580° Total Points: 19.5 County: Macon Other: Scaly Mt Stream is at least intermittent if > 19 or e.g. Quad Name perennial if > 30 A. Geomorphology (Subtotal = 7 ) Absent Weak Moderate Strong 1. Continuous bed and bank* 0 1 2 3 2. Sinuosity 0 1 2 3 3. In-channel structure; riffle-pool sequence 0 1 2 3 4. Soil texture or stream substrate sorting 0 1 2 3 5. Active/relic floodplain 0 1 2 3 6. Depositional bars or benches 0 1 2 3 7. Braided channel 0 1 2 3 8. Recent alluvial deposits 0 1 2 3 9. Natural levees* 0 1 2 3 10. Headcuts 0 1 2 3 11. Grade controls 0 0.5 1 1.5 12. Natural valley or draina ewa 0 0.5 1 1.5 13. Second or greater order channel on existing USGS or NRCS ma or other documented evidence No = 0 Yes - 3 * Man-made ditches are not rated; see discussions in manual B. Hydrology (Subtotal = 5.5 ) Absent Weak Moderate Strong 14. Groundwater flow/discharge 0 1 2 3 15. Water in channel and > 48 hours since rain, or Water in Channel -- d or growing season 0 1 2 3 16. Leaflitter 1.5 1 0.5 0 17. Sediment on plants or debris 0 0.5 1 1.5 18. Organic debris lines or piles (Wrack lines 0 0.5 1 1.5 19. H dric soils (redoximorphic features) present? No = 0 Yes = 1.5 C. Biology (Subtotal = 7 ) Absent Weak Moderate Strong 20. Fibrous roots in channel** 3 2 1 0 21. Rooted plants in channel** 3 2 1 0 22. Crayfish 0 0.5 1 1.5 23. Bivalves 0 1 2 3 24. Fish. 0 0.5 1 1.5 25. Amphibians 0 0.5 1 1.5 26. Macrobenthos (note diversity and abundance) 0 0.5 1 1.5 27. Filamentous algae; periphyton 0 1 2 3 28. Iron oxidizing bacteria/fun us 0 0.5 1 1.5 29. Wetland plants in streambed** FAC=0.5; FACW=0.75; OBL=1.5; SAV=2.0; Other=0 ** Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants Notes: Harlan Haskins Pond - Pictures 41 A Following page of pictures showing general stream condition. View of culvert under state road (Pond would be above) { - J ?f - 4 L v Teo f/ v - u < r. g,?ev+ '..Ids C. +„ •t M 7 5 Tom.. } j ?* •f. ? ,SY? Ali: ?x f 1 i. a y Sn Y! A r ? ? . Y r M a l95@... i r? Ey'? f ry ?.:'g•? ?? ? / is ti i 1• y"z P ', a+ r ST 7 V a s ? ?• , Aor A - d`? - tie t.?'T •? E '4, ` FLf '.`? Y_. ..) ? ? ...a. ?:. ....• .: Yip _ a T1J •. R js? 1. ,xy 6 y? e# M 9Mte1