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HomeMy WebLinkAbout20061893 Ver 1_401 Application_20061206w ~ Kimley-Horn ~ and Associates, Inc. 2006 1893 November 21, 2006 North Carolina Department of Environment and Natural Resources Division of Water Quality • Attn: Cyndi Karoly Suite 300 1617 Mail Service Center 4651 Charlotte Park Drive Raleigh, NC 27699-1617 Charlotte, North Carolina 28217 Re: Optimist Club Road Site NWP # 39 Application Submittal Denver, Lincoln County, North Carolina Dear Ms. Karoly: Enclosed for your review is a copy of a Section 404 Pre-Construction Notification pursuant to Nationwide Permit #39 for the above reference project. A copy of this information has also been submitted to the US Army Corp of Engineers to Steve Chapin's attention. The following information is included as part of the application submittal: • Site Location Map • USGS Topographic Map • NRCS Soils Map • Site Aerial • Impacts Map • Agent Authorization Form • Pre-Construction Notification Form • DWQ Stream Assessment Forms • Stream Photos If there is any additional information you need or any way we can assist in expediting the processing of this application, please do not hesitate to contact me at (704) 319-7688 or by email at tommy.cousins@kimley-horn.com. Very truly yours, Kimley-Horn and Associates, Inc. ~~ ~-- Tommy Cousins Environmental Scientist Copy: Steve Chapin -USAGE Q~~ D o ~~~ ~ v ~~ ^ TEL 704 333 5131 FAX 704 333 0845 Office Use Only: 2 O O 6Fo; 8Ver9 n3 arch OS USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) I. Processing ~~ „L!U~G 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: Nationwide 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), ch 0 LI ~'/ ~ ~v, l~ kr II. Applicant Information .- pr ~< ~ ~p~16 1. Owner/Applicant Information ~~~,~, , .,~,~~ ~s~ ~u..,:.; t~r Name: David Clark, Allison Clark, Walter Clark, CJI'C'"~'o~~~ Mailing Address: P. O. Box 9 Lincolnton. NC 28212 Telephone Number: 704-735-9001 Fax Number: 704-732-3184 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: Tommy Cousins Company Affiliation: Kimley-Horn and Associates Mailing Address:_ 4651 Charlotte Park Drive, Suite 300 Charlotte. NC 28217 Telephone Number: 704-319-7688 Fax Number: 704-333-0845 E-mail Address: tommy.cousins(a,kimley-horn.com Updated 11/1/2005 Page 1 of 8 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 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: Optimist Club Road 2. T.LP. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 4603-17-3216 4. Location County: Lincoln County, NC Nearest Town: Denver, NC Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From Charlotte, take NC-16 W for 20 miles. Turn left on Triangle Circle. Turn left on Optimist Club Road. Site is 0.8 miles on the right. 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): 35.2869 °N 81.0079 °W 6. Property size (acres): 7. Name of nearest receiving body of water: Forney Creek 8. River Basin: Catawba (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.nc.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The existing on-site conditions consist of brush, weeds, dense woods, floodway and floodplain. For the purposes of this analysis, the existing conditions were assumed to be brush and woods. The site topography varies from elevation Updated 11/1/2005 Page 2 of 8 824 ft to elevation 714 ft. Stormwater runoff from the site flows to Forney Creek which runs through the eastern portion of the site. 10. Describe the overall project in detail, including the type of equipment to be used: TXpical site rading equipment will be used to mass grade the site and construct a 4850 ft road with 80 ftright-of--way, 12 ft lanes and 2 %2 ft curb and gutter. Four separate parcels will be graded out. 11. Explain the purpose of the proposed work: The purpose of this work is to provide a road to access the site. 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. No permits have been applied for or received. 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. No future permits are anticipated for this site. 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. Updated 11/1/2005 Page 3 of 8 1. Provide a written description of the proposed impacts: Three culverts and corresponding headwalls will be constructed to provide an access road to the entire site. 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, se arately list im acts due to both structure and floodin . Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain ( es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) 0 List the total acreage (estimated) of all existing wetlands on the property: 0 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 Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent? Average Stream Width Before hn act Impact Length (linear feet) Area of Impact (acres) 1 UT to Forney Creek Culvert crossing Perennial 7 8 123 .01977 2 UT to Forney Creek Culvert crossing Perennial 3 ft 90 .00620 3 UT to Forney Creek Culvert crossing Perennial 3 ft 86 .00592 Total Stream Impact (by length and acreage) 299 .03189 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 Total Open Water Impact (acres) 0 6. List the cumulative Stream Imna pact to all Waters of the U.S. acresl: from the ro' ect: .03189 Updated 11/1/2005 Page 4 of 8 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0 Total Stream Impact (linear feet): 299 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. 8. 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.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Current land use in the vicinity of the pond: Size of watershed draining to pond: Expected pond surface area: 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. Streams will be crossed perpendicularly and headwalls will be added to minimize impacts to the streams. Culverts will be buried one foot below ,grade to provide for aquatic passage. 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 Updated 11/1/2005 Page 5 of 8 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. Payment to the NCEEP In-Lieu Fee Pro r~proposed. 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): 299 ft Amount of buffer mitigation requested (square feet): 0 Amount of Riparian wetland mitigation requested (acres): 0 Amount ofNon-riparian wetland mitigation requested (acres): 0 Amount of Coastal wetland mitigation requested (acres): 0 IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ^ No Updated 11/1/2005 Page 6 of 8 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 )? 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. Zone* Impact Multi tier Required i~,.,,.,..e F e~~ P r,r:..,..,~.,... 1 I I 3 (2 for Catawba) 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additiona120 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration f 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. 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 Updated 11/1/2005 Page 7 of 8 demonstrating total proposed impervious level. Please see attached calculations and plans dated November 20 2006. XII. 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. Plans are being submitted to the state with the Fast-Track Application for Gravity Sewers, Pump Stations and Force Mains. XIII. 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 anafter-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 http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The project is not anticipated to increase development that will further impact streams because the site is bordered by the new Highway 16 and a CSX railroad where no future development can occur. It is anticipated that future development will occur in this area due to the future Highway 16 but it is not anticipated this project will be the cause of any future development. 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). ~9' o~ App4icant/Agent's Signature ~ Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) 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' t .. _ ~ ~ ..~ t~.„ A;18D1'COE-" ~ - ~ ° ~ ~'-.,._ ~`~., "~l ~ =,4AEAY ~ `^ i~ y ~ ~ `a ".-~~ ~ s'~~~~~T,.,~'/ ~ ~'"w~L; ti t3'W - K. ,' ; 79am9er t mow, 1 -__ ~_ ~ ° ~. ryN ~, ...`i - ~. ~ - ~ E ~- ._~„ ~ - d _ ~, ~, ;. .., ~, .\ '-_ -, ~, ' ~. ,° -, , - ~ Jp ~. ~ 1 t /'~~' i r _ ~. ~ X764 ~ ~ ~ ,~ ~;° : s~° ~-- - _ , ._ _.~ i "/ ,. /' .. , k _ ~ - ~, °. l ~~ ~ ~ ~~ r: __ Vf( 023 ~~~ _ ~ t2f~3 ~~ ~ ~' ~ __, ~ UGESp~~E1dVER f~.~ ~ 197 78.9Q~ ,SE .113~9T 132.x° ~~~ ~ -04714 ,~ .. - ~F.~I7" r f , . ~, ti Mr W r 2 Q W H m x ° ;~ W N t U N ~~ Q °' m ~~ ~w W 0 ~~ ~ Z 4 ~~ ~~ ~~ ~~ ~~ ~~ FW_- ~ „~ Z ~ N H ~ o c ~ Z ~~ ~ o ~ ~ ~! ~ °- N= ~~ V U ~~ ~Q M ~ ~~ ~m > ~~ Z Z ~0 a Q ~~ ~ ~F vi ~ W o ~ €~ N r~, m~ ~ gb E~ Y~~ ~~ ~ ~ b ~~ z ~ w s m U O 8U ap o• 6 a 0 U M m 0 a 0 :~ ~_ ~~ ~~ ~~ ~~ ~~ ~~ >_ ~~ ~~ __ ~~ ~o ~~ ~~ ~~ ~~ ~m ~~ s ~!~ ~~ u~~ U c tll F ~ W~ ~ ~ O V N ^ ~~ ma ~ ~b E'er y Y ~~ S ~~ ~° ~~ ~~ 11~~ ~~ 0~~~~®~~ 770 765 760 755 750 745 740 735 730 725 720 715 710 PROPOSED CULVERT 1 - STA: 101+62.58 3 a t P UI °o r/M Yl 0 W TYPE: ONE 54" RCP LENGTH: 86' PIPE INVERT ELEVATION: 740.05 PIPE OUTLET ELEVATION: 738.95 SLOPE: 0.0154 ROADWAY OVERTOPPING ELEVATION: 752.0 FREQUENCY (YR) DISCHARGE (CFS) PROPOSED HIGH WATER 10 242 720.9 25 377 722.3 723.1 723.9 770 765 760 755 750 745 740 735 730 725 720 715 710 ~_ m _ ~ W $ i 0 bl 8 W fi J ~ ~ 6 Om ~ p ;a a N ~__ W N ~~ ~ m ~~ U ~ ~~ p W ~~ ~ Z ~j~ ^ 4Yg O pF 66E~ N~ W~ ~~ ff~ ~W 8~ ~Z W N m- H z ~ ~~ a 3 a ~~ Z ~o m~ ~~ m Z ~ U ~_ J ~ o-= ~ V~~~ ~' H ~ ~ z =m ~ aid ~ u~i > g< Z Z p~" O o ~g O U ~~ >l~ ~F ~~ ~~ p ~~ m E ~ ~€ p ~U N ^ ~~ ma ~ ~a E~ g Y~~ y ig S y ~~~ ~~~ ~~ a~ ~ ~~ 0~~ ~e~~ r a 785 780 775 770 765 7so 755 750 745 740 735 730 725 . 1NV IN 7~,3 55 ~, .. _ ... ~iNV' OUT:.. 732.25 ~° „ _w EXISTING GROUND w m ..". _. w..~ ~., _ _ _....~ ._" a . _..,. _ .._ .~. ~.. _..... _..._ . e _~. _ .". ". .... ~ .,~.. ~ ... .. .~ _ ..." ..".." _.". ._ .. ~ _. ~ ~ _w _~ ... "_ J PROPOSED CULVERT 2 - STA: 135+67.69 9 r D i e U' e F~ R i W TYPE: LENGTH: ONE 60" RCP 90' FREQUENCY DISCHARGE PROPOSED PIPE INVERT ELEVATION: 733.55 ~~) ~C~) HIGH WATER PIPE OUTLET ELEVATION: 732.25 10 74 737 6 SLOPE: 0.0144 25 100 . 738 4 ROADWAY OVERTOPPING ELEVATION: 752.0 50 137 . 739.6 100 159 40.5 785 780 775 770 765 7so 755 750 745 740 735 730 125 m~_ W = N W ~ 0 s~ 6 F- m = o ;a W N ~z U N ~~ a m ~~ ~ w ~~_ w0 ~ ~ z ~~ ~ ~~ E~ ~~ W~ ~~ ~8 ~W 0 ~~ Z= WN ~ z ~ ~~ °a ~ Q ~ Z ~o ~ p ~0 ~~ m Z ~V 3 °- ti= ~~ V ~ ~~ ~~ F ~ °Dz ~m M ~ ~ o~ ~ N > ~< z ~ ~ o ~S ~ ~~ ~~ ~~ o~ ~~ C ~~ ~ E ~ i ~ m¢ ~ n ~ €~ ~~ #a ~' ~ s F ~ o N_ ~~ Y i i4 C~ ~ ~~ a ~~ ~e ~a } ~ 785 Tao 775 770 765 760 755 750 745 740 735 730 725 PVG WATER MAIN _ PROPOSED GROUND PROPOSED 8 SANITARY SEWER PROPOSED ENDWALL PROPOSED HEADWALL INV. IN = 740.05 INV. OUT = 738.95 PROPOSED CULVERT 3: 86 LF OF 54" RCP ® 1.28 -- EXISIING GROUND 785 Tao 775 770 765 760 755 750 745 740 735 730 725 PROPOSED CULVERT 3 - STA: 149+84 45 v a r e U e 0 TYPE: LENGTH: ONE 54" RCP 86' FREQUENCY DISCHARGE PROPOSED PIPE INVERT ELEVATION: 74D.05 (YR) (CFS) HIGH WATER PIPE OUTLET ELEVATION: 738.95 10 57 743 7 SLOPE: 0.0128 25 77 . 744 5 ROADWAY OVERTOPPING ELEVATION: 764.2 50 105 . 745.5 100 1 746. ~y~ TW i W $ i 0 ~ ~ m X p sa W N ~_ U N ~~ a m ~~ ~ W ~~ w0 r~ z ~O v' U ~ o~ ~~ ~~ ~~ ~~ ~~ ~'~ :_ FW- ~ H~ ~ (7 0 ~< a ~ a ~~ O 4 z ~° L[ p -~ ~ f~ p ~~ ~~ m Z ~v ~_ J ~ N= :~ V U ~~ ~Y F ~ ~z ~m N ~ w o~ N ~ F ~F z p ~ ~ ~g ~,€ ~~ ~~ ~~ c ~~ m ~~ E ro ~~ p 'U Vl w m~ ~~ Y ~ ~ ~ 6~ ~ ~ o H d ~~ a~ 11~ ~~ D ~~~e ~~ ~, ~' I .~ ,;af~,,.Y .s ~r ~~ Stream Crossing # 1 Stream Crossing #2 Title Proposed Stream Crossing Photos Project Optimist Club Road Prepared For, Lincoln County, North Carolina Date Project Number Photo Page 12/4/06 I P'.\OIR333 Clarke Propenics\INR) CLARK OPTIMIST CLUB RO.AD\Fmironnicmal\phom%doc Prepared by Tommy Cousins ~~(~ ~~~ .. Stream Crossing #3 Title Proposed Stream Crossing Photos Project Optimist Club Road Prepared For.. Lincoln County, North Carolina Date Project Number Photo Page 12/4/06 I P9olrii}) Clarkc Propenics~aN~ CLARK OPTIMIST CLUB ROAD\Emironnicntal\pholos.dce Prepared by Tommy Cousins ~~~ _,,,~„IY North Carolina Division of Water Quality -Stream Identification Form, Version 3.1 Date: 11/22/2006 Project: Optimist Club Road Latitude: Evaluator: TBC Site: Stream Crossing 1 Longitude: Total Points: 26.5 Stream is at least intermittent County: Lincoln Other e.g. Quad Name: if ? 19 or perennial if >_ 30 A. Geomorphology Subtotal = 13.5 >Absent Weak Moderate Strong Score . 1a. Continuous bed and bank 0 1 2 3 2. Sinuosit 0 1 2 3 3. In-channel structure: riffle- ool se uence 0 1 2 3 4. Soil texture or stream substrate sortin 0 1 2 3 5. Active/relic flood lain 0 1 2 3 6. De ositional bars or benches 0 1 2 3 7. Braided channel 0 1 2 3 8. Recent alluvial de osits 0 1 2 3 9a. Natural levees 0 1 2 3 10. Headcuts 0 1 2 3 11. Grade Control 0 0.5 1 1.5 12. Natural valle or drains a wa 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 a Man-made ditches are not rated; see discussion in manual B. Hydrology Subtotal = 7 14. Groundwater flow/dischar e 0 1 2 3 15. Water in channel and > 48 hrs since rain, or Water in channel -- d or rowin season 0 1 2 3 16. Leaflitter 1.5 1 0.5 0 17. Sediment on lants or debris 0 0.5 1 1.5 18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5 C. Biology Subtotal = 20b. Fibrous roots in channel 3 2 1 0 21b. Rooted lants in channel 3 2 1 0 22. Cra fish 0 0.5 1 1.5 23. Bivalves 0 1 2 3 24. Fish 0 0.5 1 1.5 25. Am hibians 0 0.5 1 1.5 26. Macrobenthos note diversit and abundance 0 0.5 1 1.5 27. Filamentous al ae; eri h on 0 1 2 3 28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0 b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants. Notes: (use back side of this form for additional notes.) Sketch: North Carolina Division of Water Quality -Stream Identification Form, Version 3.1 Date: 11/22/2006 Project: Optimist Club Road Latitude: Evaluator: TBC Site: Stream Crossing 2 Longitude: Total Points: 26.5 Stream is at least intermittent County: Lincoln Other e.g. Quad Name: if >_ 19 or perennial if ? 30 A. Geomorphology Subtotal = 16 Absent Weak Moderate Strong Score 1a. Continuous bed and bank 0 1 2 3 2. Sinuosit 0 1 2 3 3. In-channel structure: riffle- ool se uence 0 1 2 3 4. Soil texture or stream substrate sortin 0 1 2 3 5. Active/relic flood lain 0 1 2 3 6. De ositional bars or benches 0 1 2 3 7. Braided channel 0 1 2 3 8. Recent alluvial de osits 0 1 2 3 9a. Natural levees 0 1 2 3 10. Headcuts 0 1 2 3 11. Grade Control 0 0.5 1 1.5 12. Natural vafle or drains a wa 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 e Man-made ditches are not rated; see discussion in manual B. Hydrology Subtotal = 6.5 14. Groundwater flow/dischar e 0 1 2 3 15. Water in channel and > 48 hrs since rain, or Water in channel -- d or rowin season 0 1 2 3 16. Leaflitter 1.5 1 0.5 0 17. Sediment on lants or debris 0 0.5 1 1.5 18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5 C. Biolo Subtotal = 4 20b. Fibrous roots in channel 3 2 1 0 21b. Rooted lants in channel 3 2 1 0 22. Cra fish 0 0.5 1 1.5 23. Bivalves 0 1 2 3 24. Fish 0 0.5 1 1.5 25. Am hibians 0 0.5 1 1.5 26. Macrobenthos note diversit and abundance 0 0.5 1 1.5 27. Filamentous al ae; eri h on 0 1 2 3 28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0 --- b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants. Notes: (use back side of this form for additional notes.) Sketch: w ~~ • North Carolina Division of Water Quality -Stream Identification Form, Version 3.1 Date: 11/22/2006 Project: Optimist Club Road Latitude: Evaluator: TBC Site: Stream Crossing 3 Longitude: Total Points: 29.5 Stream is at least intermittent Lincoln COUnty: Other e.g. Quad Name: if >_ 19 or perennial if ? 30 A. Geomorphology Subtotal = 15.5 Absent Weak Moderate .Strong Score 1a. Continuous bed and bank 0 1 2 3 2. Sinuosit 0 1 2 3 3. In-channel structure: riffle- ool se uence 0 1 2 3 4. Soil texture or stream substrate sortin 0 1 2 3 5. Active/relic flood lain 0 1 2 3 6. De ositional bars or benches 0 1 2 3 7. Braided channel 0 1 2 3 8. Recent alluvial de osits 0 1 2 3 9a. Natural levees 0 1 2 3 10. Headcuts 0 1 2 3 11. Grade Control 0 0.5 1 1.5 12. Natural valle or drains a wa 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 e Man-made ditches are not rated; see discussion in manual B. Hydrology Subtotal = 7.5 14. Groundwater flow/dischar e 0 1 2 3 15. Water in channel and > 48 hrs since rain, or Water in channel -- d or rowin season 0 1 2 3 16. Leaflitter 1.5 1 0.5 0 17. Sediment on lants or debris 0 0.5 1 1.5 18. Or anic debris lines or files Wrack lines 0 0.5 1 1.5 19. H dric soils redoximor hic features resent? No = 0 Yes = 1.5 C. Biolo Subtotal = 6.5 20b. Fibrous roots in channel 3 2 1 0 21b. Rooted lants in channel 3 2 1 0 22. Cra Ish 0 0.5 1 1.5 23. Bivalves 0 1 2 3 24. Fish 0 0.5 1 1.5 25. Am hibians 0 0.5 1 1.5 26. Macrobenthos note diversit and abundance 0 0.5 1 1.5 27. Filamentous al ae; eri h on 0 1 2 3 28. Iron oxidizin bacteria/fun us 0 0.5 1 1.5 29b. Wetland lants in streambed FAC = 0.5; FACW = 0.75; OBL = 1.5; SAV = 2.0; Other = 0 b Items 20 and 21 focus on the presence of upland plants, Item 29 focuses on the presence of aquatic or wetland plants. Notes: (use back side of this form for additional notes.) Sketch: ., . - ,~ AGENT AUTHORIZATION FORM Name: David Clark Address: P.O. Box 9 Lincolnton, NC Phone: (704) 735-9001 Project Name/Description: Optimist Club Road Site Date: November 20, 2006 The Department of the Army U.S. Army Corps of Engineers, Wilmington District Attention: Steve Chapin Field Office: Asheville Re: Wetland Related Consulting and Permitting To Whom It May Concern: I, the current property owner, hereby designate and authorize Kimley-Horn and Associates, Inc. to act in my/our behalf as my/our agent solely for the purpose of processing of Section 404 permits and Section 401 Water Quality Certifications applications and to furnish upan request supplemental information in support of applications, etc. from this day forward until successful completion of the permitting process or revocation by the owner. Authorized this the Z~ day of }.?0~-6C~-; c~sa 17A~; ~ G{~p~21Gt~L. Print Property Owner's Name Property Owner's Signature CC: Ms, Cyndi Karoly, N.C. Wetlands Unit 1650 Mail Service Center Raleigh, N. C. 27699-1650 ., ~.- k12-84-'86 12;89 FF30M-DENB EEP 9197152001 T-437 P02/82 U-022 David Clark PO Box 9 Lincplnton, NC 28212 r November 28, 2006 Project: Optimist Club Road Site County: Liecoln The purpose of this le[ttr is to notify you that the North Carolina Ecosystem Enhancement Progam (NCEEP) is'willing to accept paymtnt for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these a;eneies to determine ifpayment to the NCEEP will be approved. This acceptance is valid for six months from the date of this letter. If we have not received a copy of the issued 404 l'ermid4(l~ Certifscation within this time frame, this acceptance will eycpire. It is the appIicant's responsibility to send copies of the 404/441/LAMA permits to NCEEP. Qnce NCEEP receives a copy of the 404 Permit and/or the 40I Certification an invoice will be issued and payment must be made. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the foltowin tsble. River Basin Stream Impacts (feet) Wetlands Impacts (acres) Buffer I 13ufftr II CU (Sq. Pt.) (Sq. Ft.) Cold Coot Warm Ri arian Non-Ri arian Coastal Ivlarsh Catawba 0 300 0 0 0 0 0 0 03050101 Upon receipt of payment, EEP will tape responsibility for providing the compensatory mitigation for the permitted impacts up to a 2:1 mitigation-to-impact ratio, {buffers, Zone 1 at a 3:1 ratio and Zone 2 at a l.S:l ratio). The type and amount of the compensatory mitigation will be as specified in the Section 404 Permit and/or 401 Water Quality Certification, and/or CAMA Permit. The mitigation will be performed in accordance with the Marxrorandum of Understanding between the N.'C. Department of Environment and Natural Resources and the U. S. Army Corps of Engineers dated November 4, 1998. If you have any questions ar need additional information, please contact Kelly Williams at (919) 71,6-1921. Sincerely, i tam b. Gilmore, PE Drrector ec: Cyndi Karoly, Wetlands/401 Unit Amanda Jones, USACE-Asheville Alan 7ohnson, DWQ-Mooresville Tommy Cousins, agent (fax) File Dl~Gi'~... ~ ' . P~ot~~ctr~ ~ct~- Staff ~.. .~ ~~: !North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 ! 919-715-04761 www.nceep.ne~ PROGKAM