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HomeMy WebLinkAbout20071281 Ver 1_Individual_20070726Corps Submittal Cover Sheet Please provide the following info: 07-1281 1. Project Name: Sunset Falls at Bald Creek 2. Name of Property Owner/Applicant: Michael Posey 3. Name of Consultant/Agent: Clearwater Environmental Consultants Inc.: Clement Riddle *Agent authorization needs to be attached. 4. Related/previous Action ID numbers(s): N/A 5. Site Address: See Figure 1 Site Vicini and Figure 2 USGS Topo maps t ~~~'~E~'~ 6 6. Subdivision Name: Sunset Falls at Bald Creek RECEIVED 7. City: N/A 8. County: Ha ood 9. Lat: 35.638889°N Long: 82.880833°W (Decimal Degrees Please) 10. Quadrangle Name: Fines Creek, NC 11. Waterway: unnamed tributaries to Little Creek 12. Watershed: French Broad 13. Requested Action: ~ '``, ~' " ~ ~' ' ~ ~ ltd; t ~ ~' ~ " =' , ~ ~; ~ _. ,, X Nationwide Permit # 14, 29, 33 ~ ° ~ ~" ~ ~ ~ ~ ' ~q General Permit # _ Jurisdictional Determination Request Pre-Application Request ~ ~'-;•~ ~:~c ^ ,~: _~.~~~ ........................................................................................................................ .. ,,.a,.F.F,~ ~; ........ The following information will be completed by the Corps office: AID: Prepare File Folder Assign number in ORM Authorization: Section 10 Project Description/Nature of Activity/Project Purpose: Begin Date Section 404 Site/Waters Name: Keywords: Page 1 of 1 From: popropltd@aol.com Sent: Tuesday, June 19, 2007 1:55 PM To: asalzberg@cwenv.com Cc: jgilliland@landdesign.com Subject: Sunset Falls at Bald Creek June 19, 2007 Ms. Anna Salzberg Clearwater Environmental Consultants, Inc. 718 Oakland Street Hendersonville, North Carolina 28791 Re: Sunset Falls at Bald Creek Dear Ms. Salzberg, Please be advised that, on behalf of Sunset Falls at Bald Creek, LLC., your firm is hereby authorized to act as our agent pertaining to all wetland/stream permitting matters for our residential project, Sunset Falls at Bald Creek, located in the Crabtree Township of Haywood County, North Carolina. Please do not hesitate to contact me if you need any further documentation or information. Sincerely, Michael Posey Sunset Falls at Bald creek, LLC AOL now offers free email to everyone. Find out more about what's free from AOL at AOL.com. file://\\Server\my documents\Projects\477 -Sunset Falls\Authorization Email.htm 7/12/2007 0 7- 1 2 8 1 Office Use Only: Form Version March OS USACE Action ID No. DWQ No. „~-- - ~a a..y Y~ ~,~u~~ ,~o,,, is n~~ appi~ca~ie to mis project, pease enter "Not Applicable" or "N/A".) I. Processing 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:__ NWP 14, 29 33 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 Mana emertt Axea~ qf~ Environmental Concern see the to of a e 2 for further details cheer ~ {~ 1 ~ '~~'~~~:' ~ ' ~~ ~ ~ ( p P g )~ ~i:~r~ a~ ~, ~ ~;~~ w.., _.~ IL Applicant Information ""` , : Y ~ - -s ii.(.. .4,, ~ Lily 1. Owner/Applicant Information ~~~~~ ~r`,'. ~ ~ ' N~7~, bh%4 ~ ~~ y c;•*n i '1 'r..) C.~3 Mha~~i'~ Name: Mr. Michael Posey Mailing Address: Cobalt Development Group 76 Kimberely Avenue Asheville North Carolina 28804 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: Clearwater Environmental Consultants Inc. _ Company Affiliation: Attn: Clement Riddle Mailing Address: 718 Oakland Street Hendersonville North Carolina 28791 Telephone Number: 828-698-9800 Fax Number: 828-698-9003 E-mail Address: clement(a~cwenv.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 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: Sunset Falls at Bald Creek 2. T.I.P. Project Number or State Project Number (NCDOT Only): N/A 3. Property Identification Number (Tax PIN): 8741804809 4. Location County: Haywood Nearest Town: Crabtree Subdivision name (include phase/lot number): Directions to site (include road numbers/names, landmarks, etc.): From Asheville take 40W to the Crabtree Exit. Take a Ri ht on U er Crabtree Road and then a Left onto Bald Creek Road. Take a right onto James Chapel Road and the site is up on the left (see Fi es 1-2 . 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): 35.638889° °N 82.880833° °W 6. Property size (acres): Phase I is 151.16 acres (total 300 acres) 7. Name of nearest receiving body of water: Little Creek 8. River Basin: French Broad (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 conditions onsite are mostly forested with some old logging roads. The surrounding land use is residential pasture and some commercial businesses. Page 6 of 14 10. Describe the overall project in detail, including the type of equipment to be used: The overall protect includes 9 impacts for the proposed residential development• 5 new road crossings 2 road crossings that will utilize existing culverts and 2 temporary ford construction crossm~s (see Impact Plan) Impact #6 and the 2 ford crossing improvements have already been installed (after-the-fact) Proposed permanent and tempora impacts total 383.25 linear feet of stream. Brides are proposed for 4 crossings (see Impact Plan with details). The equipment will include construction equipment typical for road and bridge construction. 11. Explain the purpose of the proposed work: The purpose is to create access (temporary and permanent) for the new residential develo ment 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 USAGE 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 wetland verification package was sent to Lori Beckwith with the USAGE and Kevin Barnett with DWQ on June 20 2007 The applicant has reduced impacts by utihzm~ existm~ culverts and temporary stream crossings and by_proposing brides for 4 stream crossings see attached Impact Plan) The remaining impacts are necessary to make this a viable ro ect. 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. This permit application is addressing only those impacts associated with Phase I development The applicant understands that any additional impacts if necessary associated with Phase II will be considered cumulative and will likely require an Individual Permit Page 7 of 14 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:__ Proposed impacts include 283 25 linear feet of stream disturbance for 7 permanent road crossings and 100 linear feet for temporary construction access (see attached Impact Plan) Impact #6 and the 2 ford crossings have already been installed (after-the-fact) Mitigation includes the preservation of 7,793 linear feet of stream with 30' buffers on each side from top of bank 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 imnartc t1nP to tenth ~t,-„mot,,,-P ani7 fl...~rl;...~ l~T.. 7_.._.....a.. - Wetland Impact Site Number (indicate on map) - T e of Im act Yp p - -- --~~..- Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) -a. ,. .1,.....~ Located within 100-year Flood 1 pain (yes/no) Distance to Nearest Stream (linear feet) Area of Im act p (acres) Total Wetland Impact (acres) 0 3. List the total acreage (estimated) of all existing wetlands on the property: less than 1 acre Page 8 of 14 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 Stream Name T e of Im act ~ p perennial or Average Stream Width Impact Length Area of Impact (indicate on map) Intermittent? Before Impact (linear feet) (acres) 1 Unnamed tributary to Little Creek permanent Perennial 5 50 0.006 2 Unnamed tributary Temporary to Little Creek (per) Perennial 4 50 0.005 3 Unnamed tributary to Little Creek permanent Perennial 5 20 0.002 4 Unnamed tributary to Little Creek permanent Perennial 5 50 0.006 5 Unnamed tributary Temporary to Little Creek (A~) Perennial 4 50 0.005 6 Unnamed tributary Permanent to Little Creek (ATp) Perennial 4 23.25 0.002 7 Unnamed tributary to Little Creek permanent Perennial S 40 0.005 8 Unnamed tributary to Little Creek permanent Perennial 6 50 0.007 9 Unnamed tributary 6 to Little Creek permanent Perennial 50 0.007 Total Stream Impact (by length and acreage) 383.25 0.045 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. excavati~n_ rlrerluinu flnnrlina rlrainaRa h„llrt,o~r]~ o+„ 1~T,. 7_.__~_~_ Open Water Impact Site Number (indicate on map) ~. Name of Waterbody (if applicable) ~ ~ - ------ Type of Impact -----~ -_... .... ~...r,....~~ Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) Area of Impact (acres) Total Open Water Impact (acres) 0 Page 9 of 14 6. List the cumulative imnact to all Waters of the T 1 ~ ,-ec„tr;,,o ~-.,,~, ~hA ,,,-~;o,... - -o ------ Stream Impact (acres): ---- r-~r--- 0.045 Wetland Impact (acres): 0 Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0.045 Total Stream Impact (linear feet): 383.25 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 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. No Impacts 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 Justi>iication (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 proposed residential development requires 11 permanent road crossings in which the applicant has minimized these impacts to include 4 brides which reduces the crossings to just 7 for a total of 283 25 linear feet of stream disturbance. 2 of these 7 impacts utilize existing culverts Construction access locations have utilized existing fords totaling 100 linear feet of temporary impact The steep terrain limits the amount of minimization allowed and the remainin crossin s are unavoidable to provide access. Page 10 of 14 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 1 S, 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. Proposed mitigation includes the preservation of 7 793 linear feet of stream with a 30' buffer on each side from top of bank to offset permanent impacts to 283 25 linear feet of stream for 7 road crossings. This proposed mitigation results in a 17. 1 ratio of preservation to impact Preservation cannot account for more than 50% of mitigation so the applicant will pa into the NC EEP program to offset the remaining 233 linear feet of impact 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: Pagel 1 of 14 Amount of stream mitigation requested (linear feet): 133 linear feet Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount ofNon-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 ^ N/A 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 ^ N/A 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. N/A Zone* Im act s uare feet ( ) Multiplier Required Mitigation 1 3 (2 for Catawba) 2 1.5 Total VuL / V 1L.6.L Nc,t~c„wLa„ar ,rvm me cop of the near bank of channel; "Lone 2 extends an additional 20 feet from the edge of Zone 1. Page 12 of 14 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. N/A 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. The average lot size for the proposed residential development is 2.22 acres. Due to this planned low impact residential lot size it is unlikely that percent impervious surface will exceed 20% of any lot 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. The residential lots will have private septic systems 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 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 http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: No cumulative impacts are anticipated from this pro op sed private residential development Page 13 of 14 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). N/A Applicant/Agent's Signature ~ ;~ ~ Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 14 of 14 osstem :~~~~~ z~~ .1~~~a~~~~ PROGRAM Michael Posey Cobalt Development Group 76 Kimberly Ave. Asheville, NC 28804 July 24, 2007 Project: Sunset Falls at Bald Creek County: Haywood The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept payment 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 agencies io determine if payment to the NCEEP will be approved. This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will explre. It is the applicant's responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net. Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following table. French Broad 06014106 Stream (feet} Wetlands (acres) ~ Buffer I (Sq. Ft.) Buffer II (Sq. Ft.) Cold Cool Warm Ri avian Non-Ri avian Coastal Marsh Impacts 0 233 0 0 0 0 0 0 Credits 0 466 0 0 0 0 0 0 Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the applicant wilt need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed in accordance with the Memorandum 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 or need additional information, please contact Kelly Williams at (919) 71b-1921. cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit Lori Beckwith, USACE-Asheville Kevin Barnett, NCDWQ- Asheville Clement Riddle, agent File Sin erely, v `~ tam Gilmore, PE Director RPfi~'DYGG(~... ~ ~ ... PYO~C.tl.~t~ OGGY ft~~ IF~CDE~lR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net Sunset Falls Haywood County North Carolina CLEARWATER Environmental Consultants, Inc. 718 Oakland Street Hendersonville, NC 28791 828-698-9800 Site Vicinity Map Figure 1 82°54'00" W WGS84 82°51'00" 82°53'00" W 82°52'00" W 3 ~ I ~ .~ _ T r s :. i - ~ n ' ~ t .,,4; ~`~~~` c'i., ~' ~ 1. ~ 'J~1 ~l ~ .. ~ ^~- ~~~` ~i ,~Fx_ 82°54'00" W I.: i ' ~ C ~"`'+: n - r~ m s~ o :- ~ fY ~ ~ ~~ 82°53'00" 'W 82°52'00" W 'JUGS84 82°51'00" W MN'~}`Th1 4 -5 1 MILE b~ 4 ®000 tEff 0 :,(q r(X)0 htiET[(iS Map created with TOPO!®m2003 National Geo~aphic [unfnu.nationalgeo~aphic.comRopo) CLEARWATER Sunset Falls Environmental Consultants, Inc. USGS TOPO Haywood County 718 Oakland Street Hendersonville, NC ?8791 Figure 2 North Carolina 828-698-9800 ,1`V 1~ . ~' `,` •' :x- i ,- - r.. ~ i ~. ~ ~ ~jl ~ ~'. i ,fi -~; 4.5 ,. ..` (! !~ ( _ ~ =, ( r~ ~,(r. 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Z ~, ~1 w w '~ z z y~~~oo~~~n< `~ - f,ll ~1 mow ~/j F ~ 5 z o om~~~s ~O~ m Z ssz ti o v a 0 a a~^.~~~In n~ O it '\\\, mcao JF x U COARSE AGGREGATE 8" DEEP FILL COVERED BY ANGULAR ROCK ELEVATION COARSE AGGREGATE O o°o O o~ 00 ° p 0000 0 ° 80o O ° OO O C 0 000 O 0000 ~ po° O °O o ° O O 80 o O O o ~ O o p ~O 0o O 00 8 ° O ° 0 0 ° O o° ° 000 ~ O 000 ~°0 p ~O , ELEVATION PLAN FILL COVERED BY ANGULAR ROCK ~~00°G~~O°O~ ~ 00 o p o 0 ~ 00 O O OO O O O O~ O O O O° ° o ° OQ ~ O° O° 0 0 0 0 7 O O o °00 O O~ ~ °Q ~ O ° o O° o~ >O ° O O op 00 °000 ~~ o° O o °p o 0 °00 °~~~~ O O ~ NOTES: 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM. 2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM. LINE UNSTABLE STREAM BANKS WITH RIPRAP OR OTHERWISE APPROPRIATELY STABILIZE THEM. 3. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW. THIS IS PARTICULARLY IMPORTANT WHEN CULVERTS ARE USED. 4. ALIGN ROAD APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MIN. DISTANCE OF 20FT. RAISE BRIDGE ABUTMENTS AND CULVERT FILLS A MINIMUM OF 1FT ABOVE THE ADJOINING APPROACH SECTIONS TO PREVENT EROSION FORM SURFACE RUNOFF AND TO ALLOW FLOOD FLOWS TO PASS AROUND THE STRUCTURE. 5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN-PLACE SOIL. 6. ENSURE THAT BYPASS CHANNELS NECESSARY TO DEWATER THE CROSSING SITE ARE STABLE BEFORE DIVERTING THE STREAM. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY. 7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE ALL DISTURBED AREAS. 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