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Home My WebLink About20191612 Ver 1_Shoreline Stabilization_20191122Shoreline Stabilization Application Form Three copies of the application (including attachments) and the application fee should be sent to: LEI Division of Water Resources ��V��``� `e 401 & Buffer Permitting Unit 1617 Mail Service Center NOV 2 2 �019 Raleigh, NC 27699-1617 V%Wor Resources Iyrmitfih9 section I. Applicant Information [15A NCAC 02H .0502(a)] 1. Owner Information /� Name: �1 u,I kv, �` As � !! � Mailing Address: y y S ss t_� 1.1 ? C� Mo Q ohs v L wt , tJC_ _�2'6 ► i -- Telephone Number: S60 --2t`1 2-41 & Fax Number: E-mail Address: c,L r n (cam F 4T) cn t- 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter (a form can be downloaded here: http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTH ORIZATION FORM.pdf) must be attached if the Agent has signed this application form. Name: Company .Affiliation: Mailing Address: Telephone Number: E-mail Address: Person to receive the Certification Approval: Fax Number: II. Project Information [15A NCAC 02H .0502(a) & (b)] 1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces, FORM: SSGP 10-2013 Page 1 of 3 etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You ,-..zy use the diagram provided at the end of this application form. 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, ecc.) 4. Location of the property (where work is to be conducted) County: 10 C- DAL Nearest Town: %NAoU2.,C—St1 i ut-, Subdivision name or site address (include phase/lot number): 6 O ' fL I1 t� '_S e' 12No C f > 0 e rL .6 N O cN L_F �- Directions to site - please include road names and numbers, landmarks, etc.: NG 2%1c'1 !_. a� o�0 2 m (�N L_� N LIl �+-6 Latitude (in decimal degrees) 35 , 5 60 2 ` Longitude (decimal degrees) ' qo> iq Z 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): {2 C-s pcea ; % F-- 6. Property size (acres): F- a C %a ES 7. Lake/ river/ ocean adjacent to property: j,P'.V_M kvc 8. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): 1�t\.,4,rL IN p,LL ft,,A it&� rRaNN t &1,U�_N 1 (9_;E '6 li�siR tN(. S;�'L� M W' 9. Will work be conducted from land? M11-- From water? ❑ 10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.) below the normal pool lake level/ Normal Water Level in square feet or acres: tS i 14-16 SE-^ (,r`l At _ i S "PRc,* 15z>' L_,Pb jEN_ VESTs �N ►�l"� � 11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in square feet or acres: tins;' I N�-- S;EFrN W AX-+.- % 5 AP 0-,,- 1 50 ' C=aN 6 . 12. Please describe the vegetation above the normal pool lake level/ Normal Water Level and 50 feet landward to be impacted (number of trees, for instance): /JV / R 5 Wi LA_ 1 ItA p fSL 'D v' 11'1;F� i t� 1h'�f o;.S�E: j 1't�A'c e__L� vr.j (l'tE 5 -,ZF� WVtN t , 1 r-Lg<Yk0 -J Owner/Agent's Signature{ [15A NCAC 02H .0502(f)] Date Ob V- - % D�a f "Agent's signature is valid only if an authorization letter from the owner is provided. FORM: SSGP 10-2013 Page 2 of 3 11/8/2019 ConnectGIS Feature Report N ►IS WEB HOSTING 269 Iredell Printed November 08, 2019 See Below for Disclaimer Addresses Infrastructure NonResidential Use Residential Use Streets Interstate Ramp US HiV State Hwy Main Road Local Road Residential Private I nactive Parcels Hooks Parcels City Limits 176 Cn— Lake Norman Iredell Countyline , r.1 NC Counties W 177 V�b S :65 Feet The maps prepared for this website are generated from recorded deeds, plats, and other public records. Users of these maps are hereby notified that the information Drovided herein should be verified. Iredell County assumes no legal responsibilities for any of the information contained on this site. Users are advised that the use ol any of this information is at their own risk. All maps on this site were prepared using a 1 000aC TM Grid based upon the North Carolina State Plane Coordinate System 'rom the 1983 North American Datum. The delinquent real property tax overlay is updated monthly. The information presented is not intended to be used or relied upon as official notice of tax liens. For additional information regarding delinquent taxes, contacttriv iiedell CountyTax Collector's Office. https://iredell.connectgis.com/DownIoadFile.ashx?i=—ags—map58a6b8fIefO54a8lb3eIdbIa8d96Idccx.htm&t=print 11/8/2019 WEBARCONNECTIGSI : el L t ~• ConnectGIS Feature Report Iredell Printed November 08, 2019 See Below for Disclaimer X *1 Addresses • Infrastructure * hlonResldential Use * Residential Use Streets Interstate Ramp — US Hwy " State Hvy Main Road Local Road Residential Private Inactive Parcels Honks Parcels Clad Limits Lake Normar. Iredell Caurylire NC Counties https:Hiredell.connectgis.comIDownloadFile.ashx?i=_ags_map3l l O5OcOa23b4cf6ad24:)ue5cbd9d34cx.htm&t=printid 1112 11/8/2019 ConnectGIS Feature Report OBJECTID Address Street Name 19144 277 PATTERNOTE RD PATTERNOTE 1ty, State Zip MOORESVILLE NC 28117 e maps prepared for this website are generated from recorded deeds, plats, and other public records. Users of these maps are hereby notified that the information rovided herein should be ve lied. Iredell County assumes no legal responsibilities for any of the information contained on this site. Users are advised that the use o any of this information is at their own risk. All maps on this site were prepared using a 10009€TM Grid based upon the North Carolina State Plane Coordinate System rom the 1983 North American Datum. The delinquent real property tax overlay is updated monthly. The information presented is not intended to be used or relied upon s official notice of tax liens. For additional information regarding delinquent taxes, contact the Iredell County Tax Collector's Office. https://iredell.connectgis.comIDownloadFile.ashx?i=_ags_map3l l O5OcOa23b4cf6ad245Oe5cbd9d34cx.htm&t=printid 2/2 11/8/2019 Appraisal Card k -... L\wu.1 T BROWER SHERRI B BROWER WILLIAM A 277 PATTERNOTE RD 77465952 COUNTY (100), COUNTY FIRE (100), SOLID WASTE (1) Reval Year: 2019 Tax Year: 2019 L176 S-9 DUKE PB 14-103-108 Appraised by 18 on 01/01/2019 17084 BRAWLEY POINT NORTH CONSTRUCTION DETAIL MARKET VALUE Foundation - 3 1 Eff. I BASE I Continuous Footing 5.00 USE MOD Area IQUA RATE RCN EYB AYB Sub Floor System - 4 01 01 1,615 105 81.90 1345181984 1984 Plywood 8.00 TYPE: SINGLE FAMILY RESIDENTIAL Exterior Walls - 09 Wood on sheathing 30-00 STYLE: 5 - Ranch w/ basement Roofing Structure - 03 Gable 7.0 Roofing Cover - 03 om osition Shingle 3.0 nterior Wall Construction - 5 D wall/Sheetrock 20.0 nterior Floor Cover - 08 Sheet Vinyl/Laminate 6.0 Interior Floor Cover - 14 ar et 0.0 Heating Fuel - 04 Electric 1.0 Heating Type - 10 Heat Pump/Geothermal 4.0 it Conditioning Type - 03 11/of zu IV j;z..):U0 rrM Return/Appeal Notes: Parcel: 4637-31-3458. 000 PLAT: / UNIQ ID 390872 ID NO: 1702LOS000A176 CARD NO. 1 of 1 1.0000 LT SRC= TW-17 CI-00 FR-58 EX- AT- LAST ACTION 20190410 - DEPRECIATION CORRELATION OF VALUE anclardl 0.35000 CREDENCE TO MARKET GOOD 165.0 DEPR. BUILDING VALUE - CARD 87,44 SINGLE FAMILY RESIDENTIAL DEPR. OB/XF VALUE - CARD 10,50 MARKET LAND VALUE - CARD 400,00 TOTAL MARKET VALUE - CARD 497,94 TOTAL APPRAISED VALUE - CARD 497,94 TOTAL APPRAISED VALUE - PARCEL 497,94 TOTAL PRESENT USE VALUE - PARCEL TOTAL VALUE DEFERRED - PARCEL TOTAL TAXABLE VALUE - PARCEL 497,94 PRIOR BUILDING VALUE 99,06 OBXF VALUE 10,39 LAND VALUE 400,00 PRESENT USE VALUE DEFERRED VALUE TOTAL VALUE 509,45 BAS - 3 FUS - 0 LL - 0 OUT: WTRSHD: Bathrooms SALES DATA BAS - 2 FUS - 0 LL - 0 OFF. Half -Bathrooms RECORD ATE DEED INDICATE BAS - 0 FUS - 0 LL - 0 BOO PAGE MOjYR TYPE /U VI SALES PRICE Office 026471462 9 P019 WD* Q I 43500 BAS - 0 FUS - 0 LL - 0 0 + - - 1 8 - - + 01980 060 1 12009 WD F I 25000 TOTAL POINT VALUE 100.00 + F O P 1 8 - + - - - 22 - - - + + - - - - - - 4 0 - - - - - - + 1 0 - + 15101516 12 P003 WD X I BUILDING ADJUSTMENTS I B A S I I F B M I U 0 P I 1501 1383 1112003 WD X I Market/Design 4 FACTOR 1.100 I I I I I 0626 555 6 1978 WD X I 1 1 04 1 2 2 I I I uali 3 AVERAGE 1.000 0 0 I 2 2 Size Siz Size 1 0.950 I I 3 8 8 TOTAL ADJUSTMENT FACTOR 1.05 I I 0 I I HEATED AREA 2,000 TOTAL QUALITY INDEX 10 +------40-------+ S W D D 8 I I I I I I NOTES + - - - - - - 4 0 - - - - - - - + I + 1 0 - + BSMT DWELLING ADDED UPPER + - 1 4 - + - - - 26 - - - - + STORY'85 15% 80%'86 100% i F S P 1 '87-REBATE'86 IH'92 RD PA 0 0 ED'98 EST +---26----+ SUBAREA UNIT ORIG % ANN DEP % OB/XF DEPR. TYPE GS AREA I % 1RPL CS ODE[ON ESCRIPTION COUNTLTH WTH UNIT PRICE COND BLDG1197 AYB EYB RATE OV COND VALUE BAS 80 10 6552 7 IERS 15 6 15.0 10 _197 199 S3 4 36 FBM 1,20 04 4422 9 SP PAVING 2,60 2.5 10 _197 199 S 3 195 10 PAVING 10 3 30 3.5 10 199 S5 30 32 30 26 03 04 311 958 7 77 7 1 PIERS BOATHOUSE PIERS TORAGE - Det 12 2 6 30 561 24 15.0 14.0 15.0 40.0 10 10 10 10 — _ _ _ 28 02 458 32 02 524 3 _ 1 Story 2 25 OTAL OB XF VALUE _ DJUSTMENTS AND LAND TOTAL IGHEST AND USE LOCAL FRON DEPTH LND COND NOTES JROA� UNIT LAND UNTTOTAL ITYPI ADJUSTED LAND OVERRIDE LANDBEST USE CODE ZONING TAGE DEPTH / SIZE MOD FACT RF AC LC TO OT TYP PRICE UNITS ADJST UNIT PRICE VALUE VALUE NOTES SFR WATER 0122 RR 0 0 1.0000 0 1.0000 400,000.00 1.00 LT 1.00 400,000.0 40000 RP TOTAL MARKET LAND DATA I 1 1 400,0001 OTAL PRESENT USE DATA https://web.co.iredell.nc.usIPublicAccesslAppraisalCard.aspx?Page=1 &idP=1143643l &idB=6619219&PageCount= l &OBXFPaging=True&OBXFStartRow=1 &OB... 1/1 La ke (At Full Pond/Normal Water Level) Full Pond/ Normal Water Level S Please approximately sketch the following information on this plan (provide dimensions for each item, such as 10 ft x 100 ft)*: 1. All proposed vegetation clearing 2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation 3. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation 4. Location of any proposed structures such as buildings, retaining walls, docks, etc. 5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation 6. Location of construction access corridors yrJ- 0.� c, I � / B I ao i 2� m '-W 4 tl FORM: SSGP 10-2013 2 Lam' fix` �'� I'`'�e0 `� S` �`�� Page 3 of 3 W( ftV Henegar Construction, L,L.0 6026 Hwy 150 East Denver, NC 28037 828-781-1567 renegarconstruction@gmail.com renegarconstruction. com Tax Registration *: 20-5795071 Billy Ashburn 2T7 Patternote Rd M000resville NC 28117 860-214-2716 Estimate No: 556 Date: 10/23/2019 Tear out wooden wall due to tree damage 1.0 $26,500. $26,500.00 Slope bank, install filter fabric, Class B Rip Rap, seed and straw all disturbed areas Permits Total $26,500.00 Page i of i Catawba-Wateree Project (FERC No. 2232) Comprehensive Relicensing Agreement ' nn t SHORELINE STABILIZATION TECHNIQUE SELECTIO /�12Pi� PROCESS General Conditions 1. All seawalls must have Class B or larger rip -rap extending 6 feet lakeward from the base. 2. 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 feet 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. 3. Seawalls are not allowed in areas with an average eroded bank height of less than 3 feet. 4. Proposals for stabilization where bank height is less than 2 feet can use approved bioengineering techniques and enhanced rip -rap techniques only. 5. 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. 6. Bio-engineering is a stabilization approach that uses natural and living material. 7. Bio-Bioengineering techniques may include use of rip -rap with live stakes, rock filled gabions, live staked crib walls, u;ologs, and numerous other approaches. 8. Applicants can use bioengineering, rip -rap, seawalls or any combination of stabilization techniques where use of hardening structures are allowed. 9. 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. 10. Stabilization is not allowed from March 1 through June 30 in areas identified as IMZs in the SMP. 11. New or expanded stabilization activities (excluding bioengineering) may not be undertaken within the 50-foot Environmental Offset associated with an Environmental classification in the SMP. 12. Stabilization of eroded banks that are 3 feet in height or higher may be considered for bank reshaping by either cut or fill techniques provided: a. The stabilized bank uses a combination of rip -rap (not installed any higher than one foot above full pond) and bioengineering techniques; b. The cut or filled area, above the height of the rip -rap, is stabilized using vegetation in density and composition similar to other naturally vegetated areas in the vicinity of the stabilized shoreline; c. The toe of the rip -rap is vegetated if the lower limit of the rock provides a stable beach -shelf at an elevation 2-4 feet below full pond; C-W Final Agreement Signature Copy 07-18-06 J - 127 Catawba-Wateree Project (FERC No. 2232) Comprehensive Relicensing Agreement d. The work can be conducted in accordance with all applicable buffer regulations; and e. The amount of cut or fill does not substantially alter the full pond contour, is strictly limited to only that necessary to provide a stable angle for rip -rap and revegetation, and is specifically quantified in the written authorization from DE-LS for the project. 13. Stabilization in areas classified as Natural, due to the presence of significant cultural resources, should not have artifacts impacted by using any shoreline stabilization techniques. 14. Applicants are encouraged to avoid activities (including stabilization) that could have an adverse impact upon existing water willow beds. Rip -rap installed below the normal lake level elevation and associated with water willow beds must be limited to one layer deep to allow spaces between the stone for water willow recruitment. C-W Final Agreement Signature Copy 07-18-06 J - 128 Catawba-Wateree Project (FERC No. 2232) Comprehensive Relicensing Agreement SHORELINE STABILIZATION TECHNIQUE SELECTION PROCESS Shoreline / Stabilization �(\ Project area Application classification Is the bank height less than 2 feet? / Is the bank height less than 3 feet? / Applicant can use hardening structures. (andsenhantwced licancan only bioengineering Seawalls not allowed. rip rap. o seaalls ormple rip rap. Environmental I ��( Stabilization not omland Hardwood I I \ allowed Is the bank height less than 3 feet? / Mitigation requirements determined by state wildlife agency. C-W Final Agreement Signature Copy 07-18-06 J - 129 and potential mitigation. No stabilization allowed in IMZs from March - June to limit impacts to fish spawning. Requires state wildlife agency (e.g., NCWRC, SCDNR) Applicant can use hardening structures. Mitigation requirements determined by state wildlife agency. Figure 5A-1 Catawba-Wateree Project (FERC No. 2232) Comprehensive Relicensing Agreement (intentionally blank) C-W Final Agreement Signature Copy 07-18-06 J - 130 11111111111 SF56 2 63 \ 4F �� 4F 1\ 61 a/ I/ 5 �9 Y8 3/8 Y2 9 i2 �4� 1 �/4 3/82, 3/4 7/8 t/8 �1 3/81/2 `5/83%' Y8 �B Y4 31, �8 � 78 o yo- ` 79 74 7B �9 9 IIIJIII II 11IIIIIIII III I 140 y. r 1 �Y _ ii11 i jam" f a s— 3 r _ � ♦". �'� _ - _ ''�aF . - r....-$fib.: (i f: