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HomeMy WebLinkAbout20090311 Ver 1_401 Application_2009030909-03 ? 1 DUKE ENERGY LAKE SERVICES EC12-Q P O BOX 1006 CHARLOTTE, NC 28201-1006 704-382-1567 or TOLL FREE 1-800-443-5193 77 71 hr!Art -. a IYETLA'I03 AND STORMAWN BRANCff APPLICATION FOR PERMIT TO STABILIZE THE SHORELINE IN NORTH CAROLINA Please type or print and fill in all blanks. If information is not applicable, so indicate by placing N/A in blank. PLEASE SUBMIT APPLICATION AND APPROPRIATE DUKE ENERGY FILING FEE, PAYABLE TO DUKE ENERGY, TO ABOVE ADDRESS. 7AID 1. Applicant Information A. Name L ?Piobr -a-z 7 B. Mailing Address 14(o10 L-aka 5*yy ?- 190. `VO Den", t? C, C. Telephone: '164, L413 - 4d 7 b H. Location of Proposed Project A. Lake Kc)r n B. Street Address 4foJa (_a(a 4?kW? ? C. County L-t rC 01 PZ D. City, town, community or landmark (? P.r1Jf E. AwbQ! t of # I Subdivision W e5?0ovq F. byroad Directions to prtl UO NVM', ben\)w i h+ Or i f 4 st M 8 +t t.v-r I an ho JJ CRT `iMAwu i r t4wst C 3 ^ pt, ?e / C ©r G. Latitude and longitude for the project site LgA. 69 10(050' L-orxx, -So-Q;3b H. Please submit a map showing the coordinates or a detailed map (USGS quad map, city map, etc.) showing the exact location of the project site. (NOTE : Latitude/ longitude coordinates can be found on internet site, www.mapsonus.com. Directions: Don't register, click "Maps", enter address, draw map, select "Map Clicking Will...", select "Lat/Long", click map) III. Description of Project , 3 A. _ -?? Length of wall a B. _ Material Vn,Asfont blD Vet C. Distance from operty line/shoreline . 'J Q' ?r4vL(K IV. Int ended Use of Project Area A. n Private - A?"1?0?r1c vvr \(% Ary_c B. Commer is al V. Ap plicant Signature _t l l t.L t Date a PLEASE NOTE. THE FOLLOWING: • 2 COPIES OF THE "DUKE ENERGY APPLICATION FOR PERMIT TO STABILIZE THE SHORELINE IN NORTH CAROLINA", PHOTOGRAPHS OF THE SHORELINE TO BE STABILIZED, AND FIVE (5) COPIES OF THE COMPLETED "NC DIVISION OF WATER QUALITY PRE-CONSTRUCTION NOTIFICATION APPLICATION" MUST BE SUBMITTED WITH THE DIVISION OF WATER QUALITY APPLICATION FEE TO: NC DIVISION OF WATER QUALITY ATTENTION. CYNDI KAROLY PARKVIEW BLDG., 2321 CRABTREE BLVD. RALEIGH, NC 27604 919-733-1786 r)rT1, YALAKEMGMTTackage Information\NC Shoreline Stabilization Application.doc (ATTACHMENT 8) BIO-ENGINEERING AND SHORELINE STABILIZATION MITIGATION TECHNIQUES FOR LAKES MANAGED BY DUKE ENERGY LAKE SERVICES 1. Bio-engineering A. Definition Bio-engineering is an effective scientific method, using a combination of natural and living materials, to stabilize eroded banks along the shoreline. Bio-engineering techniques vary according to a number of factors, including but not limited to; slope, soil type and wave action. Often a combination of techniques may be utilized to effectively control erosion in areas with varying condition. B. Benefits In addition to controlling erosion and the aesthetic value of a more natural shoreline, the use of native plants create additional habitat for wildlife. A permit and written authorization for any shoreline stabilization project is required from Duke Energy Lake Services. By utilizing bio- engineering as the primary stabilization technique, the permit application fee for shoreline stabilization is waived. C. Native Plant Species COMMON NAME SPECIES SOFT RUSH JUNCUS EFFUSUS ARROW ALUM PETANDRA VIRGINICA SHALLOW SEDGE CAREX LURIDA SILKY DOGWOOD CORNUS AMOMUM TUSSOCK SEDGE CAREX STRICTA BUTTONBUSH CEPHALANTRUS OCCIDENTALIS GRAY DOGWOOD CORNUS RACEMOSA YELLOW IRIS IRIS PSEUDACORUS VIRGINIA BLUEFLAG IRIS VIRGINICA PICKEREL WEED PONTEDERIA CORDATA BLACK WILLOW SALIX NIGRA SOFT STEM BULRUSH SCIRPUS VALIDUS GREEN BULRUSH SCIRPUS ATROVIRENS EELGRASS VALLISNERIA AMERICANA WOOLGRASS SCIRPUS CYPERMUS Note: Other plant species that are not listed may also be acceptable. Plant species that are not native to Duke Energy lakes should not be considered and will not likely be approved. GPaMAKWGM'nPackage InfonnationTio-Engumewng Information doc August 18, 2006 (ATTACHMENT 8) D. Techniques Bio-engineering techniques normally include minor grading to allow for the installation of a rip rap toe, rock gabion, Bio-log®, crib wall or similar structure in high energy areas. The structures are then enhanced by the addition of natural/living material. For example. 1. live stakes - branches cut from living material and planted with stems and buds pointed upward. Initially they offer little to no soil reinforcement but do so after the first growing season once a root system becomes established. Often used with other techniques and conducted during the dormant season. 2. live fascine - branched bundled and secured together and placed in a very shallow trench along the toe of the eroded bank or in the bank face. They are usually installed in conjunction with geotextile fabrics above a rip rap or gabion toe. 3. brush mattress - includes both live stakes and live fascines. Provides protection of the shoreline upon installation and can be used in layers beginning just above a rip rap or gabion toe. 4. plant plugs - plantings with intact root stock. Placed directly into the bank face with the soil compacted around the root stock. E. Follow up activities Riparian Zone Management Information: Duke Energy will design and publish an informational piece that will provide property owners with a range of information about bio-engineering techniques, material sources, information sources and the value of riparian zone. This will be the final project in the Riparian Zone Management Initiative and will serve as a compilation of the on-going efforts through the year 2000. II. Mitigation A. General Guidance Mitigation proposals should provide realistic but substantial allowances for reducing and relieving the impact of the proposed shoreline stabilization technique proposed. In general, mitigation activities should enhance the wildlife habitat in the immediate area of the stabilization activity and may consist of but are not limited to; enhancing fish cover under an approved pier or similar structure, maintaining a natural vegetative buffer along the entire shoreline of the lot, placing or maintaining secured cover and perching habitat (e.g. root wads, stumps, fallen trees, etc.) along portions of the shoreline. GpaHLAKEMGMT%Pwkap Wonnation\Bio-Engm=ing Information doc August 18, 2006 (ATTACHMENT 8) B. Review Timeframe Applicants for proposed shoreline stabilization activities identified in the Shoreline Stabilization Technique Selection Criteria (Attachment 1) that require wildlife agency review and/or mitigation must send their applications to the district game and fisheries biologist of the applicable NC/SC agency for a minimum 30-day review and comment period. In the absence of any finding of significant adverse impacts on fish and wildlife resources during this 30-day review period, the applicant will be allowed to proceed without further notice to send their completed application to Duke Energy Lake Services for approval. If there are findings of significant impact and those impacts are not adequately mitigated, then the applicant will not be allowed to proceed with the proposed stabilization activity. Applicants should make every effort to comply directly with resource agency recommendations. C. Agency Review Lake (NC) James, Rhodhiss, (SC) Wylie (SC) (SC) Fishing Creek, Great Lookout Shoals, Norman, Falls/Rocky Crk., Wateree, Mtn. Island, Wylie (NC) Keowee, Jocassee, Gaston Shoals, 99-Islands Agency Contact Mr. Chris Goudreau Mr. Dick Christie Mr. Roh Ahle NC Wildlife Resources SC Department of Natural SC Department of Natural Commission Resources Resources Rt. 6, Box 685 PO Box 4496 PO Box 167 Marion, NC 28752-9229 Rock Hill, SC 29732 Columbia, SC 29202 *Applicants should fill out the Duke Energy Shoreline Stabilization Application form completely, attach any applicable mitigation proposals and send along with a cover letter to the agency contact. **Agency correspondence must also be attached before sending the final application to Duke Energy for approval. GpaN.AKEMGM xPackage InfonnationTio-Engineatng Information doc August 18, 2006 Attachment L Duke Power Catawba-Wateree Project No. 2232 Keowee-Toxaway Project No. 2503 Shoreline Stabilization Technique Selection Process Environmental Bottomland Hardwood Shoreline Stabilization Application Project area classification Stabilization not allowed Review/approval and potential mitigation. No stabilization allowed in IMZ's from March - June to limit impacts to fish spawning Requires state wildlife agency (e.g., NCWRC, SCDNR) Is the bank height less than 3 feet? i Applicant can use hardening structures. Seawalls not allowed. Is the bank height less than ,, 2 feet? Applicant can only use bioengineering and enhanced rip rap. No seawalls or simple rip rap. Is the bank height less than 3 feet? i Mitigation requirements determined by state wildlife agency. Applicant can use hardening structures. Mitigation requirements determined by state wildlife agency. Attachment L Duke Power Catawba-Wateree Project No. 2232 Keowee-Toxaway Project No. 2503 Shoreline Stabilization Technique Selection Process General conditions: -All seawalls must have Class B or larger rip[-rap extending 6 feet lakeward from the base. -Considering current lake level operating targets and variability and the desire to prevent unnecessary impacts, rip rap must be confined to the area between 6' below full pond elevation and no more than one foot above full pond elevation to the maximum practicable extent. Potential exceptions include areas where entire placement is above the FERC project boundary, where banks are already eroded above the full pond elevation or where severely eroded banks must be sloped back or terraced to provide minimum bank stability. -Seawalls are not allowed in areas with an average eroded bank height or less than 3 feet. -Proposals for stabilization where bank height is less than 2 feet can utilize approved bio-engineering techniques and enhanced rip-rap techniques only. -The bank height is the average height of the eroded shoreline (measured from the original lake bed to the top of the eroded bank) in the area to be stabilized. -Bio-engineering techniques within an IMZ require applicant to provide photo evidence of successful vegetation establishment at 1 year point Bio-engineering is a stabilization approach that utilizes natural and living material. Bio-engineering techniques may include use of rip-rap with live stakes, rock filled gabions, live staked crib walls, biologs, and numerous other activities. -Applicant can use bioengineering, rip-rap, seawalls or any combination of stabilization techniques where use of hardening structures are allowed. -Stabilization in an IMZ requires review/approval by the applicable state wildlife agency and reasonable mitigation requirements as determined through consultation with the state wildlife agencies. -Stabilization is not allowed from March 1 through June 30 in areas identified as IMZs in the SMP. -New or expanded stabilization activities (excluding Bio-engineering) may not be undertaken within the 50' Environmental offset associated with an Environmental classification in the SMP. -Cut/fill -Stabilization in areas classified as Natural due to the presence of significant cultural resources, should not have artifacts impacted by utilizing any shoreline stabilization techniques. 0) CY) 0) Q Cl) Z p O> a~ _Q Z ?o ?F- Wa W D ? Q 2 u0 C Z W, -1 _ w O Z Cl) Q? O LL 0 z o 3ar The following is an abbreviated application form for those applying for a 401 Water Quality Certification to impact FERC (Federal Energy Regulatory Commission) regulated lake shore or bottom under the U.S. Army Corps of Engineers Permit GP30. This Application cannot be used for wetland or stream impacts. Please provide five (5) copies of this application and supporting information as well as a non-refundable application fee to the Division of Water Quality of $240.00 for impacts to lake bottom of less than 1 acre and $570.00 for impacts to lake both oPe> equal to 1 acre. Applications should be sent to: Division of Water Quality 401 Oversight/Express Review Permitting D Ll t=f 1,i J 1650 Mail Service Center Raleigh, NC 27699-1650 MAR 2 5 21)0,:) DENR . WAi ER rAAL rr 1. Applicant Information MOMS AND STOR,',bW.AT£R SwCti 1. Owner/Applicant Information Name: Anot Z it t ?C - Mailing Address: 44 C,G. ( jl yy ( . N o X44-1 064-). p4c, xgy Telephone Number: Fax Number: P f % A E-mail Address: A6L.4& 0ja ??. k I rob-eeV tcL? 2. Agent 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: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: II. 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. You may use the diagram below to make a hand sketch of your project. Also, see the example below for guidance. Both the vicinity map and site plan must include a scale and north arrow. The footprints of all buildings, impervious surfaces, or other facilities must be included. 1. Location County: L, in e. 6 (1 Nearest Town: ? I Subdivision name or site address (include phase/lot number): ti(" -p:'.`? } [?? Directions to site please include road numbers, landmarksi etc. (This is not necessary if an adequate vicinity map is included): ?,ILQ yi(,L aOa -4101 4 2. Describe the existing land use or condition of the ite at the time of this application: V, 3. Property size (acres): e''S k r" 4. Nearest body of water (stream/river/sound/ocean/lake): L-a-y-L Nfbrm tr) i 5. Describe the purpose of the proposed work: c -Z? G';<iS?ry? y.1O1 6. List the type of equipment to be used to construct the project: (cCA- - - \)j ??I Y ?WYA 7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the normal pool lake level in square feet or acres: _*A0,2 e"(14AVI t ?oY° ? ?? 8.a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) above the normal pool lake level and X?5`0 feet land-ward in square feet or acres: 7 vivo-W WAS ?aTD ?? ?1 tQ S l?'lG` a ?C _Lip VL?:jf'1 j 1? rVy_ Ot%y'? riarr(_,4? t n-?-r'r tr? tJ . 8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted (number of trees for instance):?C 1S n tt Qv.CL 4 Applicant/Agent's Signature (Agent's signature is valid only if an 4._ ?3'J?Z ' Date letter from the applicant is provided.) x in Please approximately sketch the following information on this plan (please provide dimensions for each item, such as 10 ft. x 100 ft): 1) All proposed vegetation clearing (provide dimensions). i-- i'o l''(? 2) Location of rip rap or fill to be placed above the Fug Pond-elevation 3) Location of rip rap or fill to be placed below the Fua Pond elevation 4) The location of any proposed shuctures such as buildings, retaining walls, docks, etc. 5) The location of any excavation or dredging below the Full Pond elevation. 6) Location of construction access corridors. X U? N?Y11 11 '`= Map of 4610 Lake Shore Rd N Denver, NC by MapQuest AP O U E"S or map inf.... directly from For browser your directions the ma P may not ot print t correctly. For bent results, try clicking clicking Me Prlnter-Frkndly button. utton 4610 Lake Shore Rd N Denver, NC 28037-8000 Page 1 of 1 aW m 0 tIW rt 'i W ;?. S .. •ac 3 :5^, L• Lake Share Rd ^y, v' le" Denver, NC 28037-8000 e a 4 v iW.?er rave:-.' ae+ Kattr.,'x..k 4 - S tfc.yard I r; hQ Ti u ?n x. *y _ ` 6• h.?rr "Kas t .VSk?t?le 4 ? LY,K'at+lA kue'' ? 4rr?,.? -rh 4Y;i„d Rd 1,n 4r f` park VI FFr y.?'W Sulu'.nd._' 11.v)rr?! lr °" COO P" 'Z" Westport J. r r- j5+ar^??r IV ?y. >4 i ?AG(alirK° tr' ?• Q '., :CD:'l.td.-0a:•t 'c 7d,p ? ---?Ji?l: rv'LQ ::, i;rAt e: All rights reserved. Use subject to License/Copyright Map Legend Directions and maps am informational only. We make no warranties on the accuracy of their content, road conditions or route usability or expeditiousness. You assume all risk of use. 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