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Home My WebLink About20190041 Ver 1_Shoreline Stabilization_20190107s i State of North Carolina Department of Environment and Natural Resources Division of Water Resources Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shorel' . St�� ENVIRONMENTAL QUALITY FORMOSIG 0ZZQi'➢ Shoreline Stabilization Application Form 2 0 1 90 0 4 1 Three copies of the application (including attachments) and the application fee should be sent to: If sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.) Karen Higgins Karen Higgins DWR — 401 & Buffer Permitting Branch DWR — 401 & Buffer Permitting Branch 1617 Mail Service Center 512 N. Salisbury Street Raleigh, NC 27699-1617 Raleigh, NC 27604 A. Applicant Information [15A NCAC 02H .0502(a)] 1. Owner InforX11 tion Name: Mailing Address: Telephone Number: E-mail Address: 9,15Al2- E. rAl JAN 072019 1 S l' Lti� S.pi'�fc� ex. V a g; m ps 6>424L6/ /L' 2,�:7 6: 5��—W .3331 Fax Number: _� f 2. Agent/ Contact Person Information A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signed this application form. (A form can be downloaded here: httpf/www.saw.usace.armv.miI/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ ATION FORM.pdf) Name: (---'111V ,EiIJSL�i Compar Mailing Telephc E-mail i B. 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, buildings, retaining walls, docks, impervious surfaces, rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram provided at the end of this application form. FORM: SSGP 02-2017 Page 1 of 3 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc.) 4. Location of the property (where work is to be conducted) County: Nearest Town: Lake/ river/ ocean adjacent to property: U'l� Property size (acres): A DJ6 Subdivision name or site address (include phase/lot number): Directions to site - please include road names and numbers, landmarks, etc.: f�-V IO7,�, 4o),C FdreEST Dry o�-� f�.d 2 G� � 5'047l1Shbie� -GoT 66o y Latitude (in decimal degrees)35 2 b�6S/ Longitude (decimal degrees)' J13, olfi �f13 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): 9E:9 i- - 6. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): G 571Z_ /!r 7. Will work be conducted from land? 0_1�' From water? ❑ 8. Total amount of impacts below the normal pool lake level / Normal Water Level Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet: Temporary impacts in squaJe feet: 6 �!0 9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet land -ward Permanent impacts (inclu1. digAback fill, excavatio, rip rap, retaining walls, etc.) in square feet: Temporary impacts (temporary clearing, a sUy Sulu f -e r corridor) in square feet: 10. 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): /Y � �5 11. Signature Owner/4ent's Signature* (15A NCAC 02H .0502(f)1 3 -i -IN / - Date `Agent's signature is valid only if an authorization letter from the owner is provided. FORM: SSGP 02-2017 Page 2 of 4 SAMPLE AGENT AUTHORIZATION FORM PROPERTY LEGA//L DESCRIPTION: b LOT N0. KO PLAN NO. PARCEL ID: 75% - oZ ` 7�5� Ly '0417WIROWAV, f AN W. M. Please print: ^�� 1J.�� ,7-7/t/ A / Property Owner: /� 1 /y Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize (Contractor / Agent) (Name of consulting firm) L11C to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): /5 /��ilE' SO%LtIC� jjrj� 7 8 7S Telephone:2-0 &9-- 3335 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. Z - Authoriz Signature Date: —2U34/V l zz� Authorized Signature Date: V%4/✓ / 12. Please approximately sketch the following information on this plan and provide dimensions for each item: a. All proposed vegetation clearing b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation d. Location of any proposed structures such as buildings, retaining walls, docks, etc. e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation Full Pond/ Normal Water Shoreline Plan View Lake (At Full Pond/ Normal Water Level) C %x 20 Cdr Cs5 zMme' �Eu�w Fuu ?v.r►' r( ;7,c FORM: SSGP 02-2017 Page 3 of 4 Lake (At Full Pond/ Normal Water Lewell Existing Dock 30Itx7it 3 it x 150 It Full Pond/ Normal Water Level Below full pond/ NWL r—'t orelln--- — —4ft.150 Ripra p Ab— full pond/ NW L 2 ft. x 150 k. additional clearing ' if necessary EJ'KAMPLE Plan View zMme' �Eu�w Fuu ?v.r►' r( ;7,c FORM: SSGP 02-2017 Page 3 of 4 3 ft. below full pond water level 4 ft. above full pond water level 2 ft. additional clearing if necessary Existing bank 10 ft. bank a height ye' QO QUO Side View FORM: SSGP 02-2017 Page 4 of 4 se as °uW v t aMIT=% wt+ i�a *48AM pqfp UMON PWISMOW I ..ar�w�•aa.�ls S20Z- M6 -X28 •nom -cry 7?k-^l A3s 34AL Y.9 SSW& M s Haenlein 1 es s btn�P N r January 3, 2019 1:36,112 0 1,500 3,000 6,000 Feet 0 0.5 1 2 km Sources: ESA, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esh Japan, METI, Esri China (Hong Kong), Esd Korea, Esri (Thailand), NGCC, OpenStreetMap contributors, and the GIS User Com unty Information depicted hereon is for reference purposes only and is compiled from the best available sources. The County of Jaciecn assumes no responsibililyfor errors arising from uses misuseof this map. 0 __ _. —Ayr .+�"� It � Vim•. � • ►.,�, , ..�- �` 4. sw NOTES: I. NIS SONNET WAS FAEPMEET FOR THE SOLE OR PARTES RAPEO IN NEM RTE SELOw. NO CE" EKAFOR OR wARRMIY IS EKTENOED FN IRE UNAUNOINQED USE OF NIS SURALr BY AN UNNAMED THIRD PARTY. SPONN PER-- ARE MPROVMAN N LOCATION. AN xor eE COMREIE N CONTENT. - ARE T RpPEpnTgNYOF AYAYASUTT OF SERWCE NP S v ALSO 9E 1WVEO IF, .- APC Mw1ONTAL GRDUNO OSTAXCES -SS O'RERASE NOTED MEAS ARE CWPVTED Br CWRDNFE COMPUTATIONS A. NQS SuR WAS PREPARED IWTNOVY A MCE AER 5 MROPENY - BE S-1 TO AOO TK W AGNS Or MAY EASEMENTS. CR ONEA ENCUMBRWCES OF RECORD -CH ARE OT GAARN AL.V DEPICTED OR NOTED REAEOX. 5. PNQKl r R SLWECI TO BUFTERS/SL�BACKS SROwN IOM xOTEO ON RAT -ET 11, SIDE el]. MO PROPERTY ENI ASSOLNNN ILE-1 GUIOELNES. 6 COTOOM LATER, K ONE FOOT (I ). SERTO4 OSTW IS ASSwED ON SPIE M PCR CONTROL TRS PROPFRw 6 LOCATED N A PUUBLIC WARN SUPPLMly �wATE-D. OMLOVMEM 11EaTICTKNS REEEAENCES OEEO BOOc 1215. PAILS 1)11-1]15 RAT CABNEI 15. SLIDE 63] PUi CABNET 1E. SASE 563 TNG. .61.511 BY BMT S. BACC>N. vl5 455 RICHARD E M JNCER 1967 / 764 3� R-23.35 Nc001O,103 FIR L-20.75' l5' q�, 0'30 N 2.3320 6' '4fi W DUKE ENERGY CORPORATION 701 / 634 2570 FOOT CONTOUR (NCVO 1929) ! / OUKE ENERGY PROPERTY LINE PER PLAT CAR. CORP.OR SLIDE 833 ER N 84.12'Sa'E Ell763376.73 ETT v. N�9 �7 T 2570.0 a5A9E LOT 660 v 1 64 1 6` HAENLE IN / Nj6a0jp2.E 2225 / 1322 (� N67.36.29•E 35'47 1.063 AC+/- B E A R C R £ £ K L A K £ R=222.50 L=175.21' C=170.72' LANE LAKs LEVEL H40 BEEN DRAWN 12/6 CVCR 30 EEFi BELOW FULL RENO ON 12/6/2018 FOR HEAD GATE RAILS REPAIR. EOLE OF WATER BEHIND 1-0- 660 NOF MAPPED DUKE ENERGY CORPORATION JDI / 634 ST��Z�iv (SLEET SAW) TRM COTF11 CIN SPIKE ET I570 FOOT CONTOUR (NOVO 1929) k L9 - BASE OF 14" w.11 OAR DUKE ENERGY CORP. PROPERTY LINE ,r., EtEv - 1565.X PER PLAT CAB. 15. SLIDE B33 F� Kx 0. 30' SETBACK FROM CURRENT N 39 21- Q. O\ 2570' CONTOUR -a 9-xaIZCIR \ J TBM xAv fl1p' o / E K - N L•'.: ELEV- F 25.00' Oo'.y61 NM � \� . zr \7 uR ..F 2YREO.IFEW 7 O21NHK \ CK FROM CURRENT /yP O / E 1„E'7 �' •J\ \ 2570 CONTOUR 19 �_ �«vvv»�--- CCCCCC LYY2 �,E"5R ( x x fes` Al N / F�ISNK RDS g16PR_6.�o \ r -,�__ �/ 3A SRO "0 ED 2 PRI VA TE - \ -\ \✓ 661 �.�. 25 LLE�_�- St'wQ R=97.50' 05 e C CLIrFORI'. ESEB.L_35 D. JR., iR. L=17.13' Ss' q06 p R EL- . 5 _ 7 1 / / C=17.11' O TBM PED. FnA `-\ - \ 587°16'2Tw S6A LJE cxENor rso o My cATv) e�Dv(L2 \�' - -� /• "y / L=49.32' R=97.50' OR --- \ C=47.13' NDRE - - - - a[v. zsz2TT 4 _ N57°51'14"W L=17.13' .64' TNS 0 86 -17.11' _ 7\ \ °1 25.58' S87.16'27"W 582°13'39"IN 5CU / IN ° R04p 7 N 'NS N87.40'46"W / j "N C4 NDG \\ \ \ - 20 9 9a 4LEl 750 _ tFGCNO MAC BEAR LAKE LLC 962 / 444 4 SBM TEMapaARY BENCHMARK • EXISTNL IRON ROD (EIR) / WON PIPE (ETP) IRON ADD SET ('RS) /NON PIPE SETIs /5 REBM OR 3/4- OREN TOP PIPE MAIL 4 -NC SET (NAF) 0 CONCRETE MONUMENT (AS NDTEO) . \ NTPL FENCE / \ - - - CV RKEAO UTUTI LNIE(S) : \ COMAUIEO PON. ®CONTROL CORNER (AS NOTED) CALL TABLE Course Bearing Dist once L4 S26.4804 W 15.68 L5 S65°2050 E 13.90 L6 N41°0020 E 19.86 L7 N58'()4'09"E 47.80 L8 N68°3938E 39-66 5 S75'30'37"E 35.42 L10 S24'01'01"E 26.93 L11 S57.0013 E 28.41 L12546.1451E 32.73 L13 N20.11 39 E 1 25.25 DUKE ENERGY CORPORATION 701 / 634 2570 FOOT CONTOUR (NCVO 1929) ! / OUKE ENERGY PROPERTY LINE PER PLAT CAR. CORP.OR SLIDE 833 ER N 84.12'Sa'E Ell763376.73 ETT v. N�9 �7 T 2570.0 a5A9E LOT 660 v 1 64 1 6` HAENLE IN / Nj6a0jp2.E 2225 / 1322 (� N67.36.29•E 35'47 1.063 AC+/- B E A R C R £ £ K L A K £ R=222.50 L=175.21' C=170.72' LANE LAKs LEVEL H40 BEEN DRAWN 12/6 CVCR 30 EEFi BELOW FULL RENO ON 12/6/2018 FOR HEAD GATE RAILS REPAIR. EOLE OF WATER BEHIND 1-0- 660 NOF MAPPED DUKE ENERGY CORPORATION JDI / 634 ST��Z�iv (SLEET SAW) TRM COTF11 CIN SPIKE ET I570 FOOT CONTOUR (NOVO 1929) k L9 - BASE OF 14" w.11 OAR DUKE ENERGY CORP. PROPERTY LINE ,r., EtEv - 1565.X PER PLAT CAB. 15. SLIDE B33 F� Kx 0. 30' SETBACK FROM CURRENT N 39 21- Q. O\ 2570' CONTOUR -a 9-xaIZCIR \ J TBM xAv fl1p' o / E K - N L•'.: ELEV- F 25.00' Oo'.y61 NM � \� . zr \7 uR ..F 2YREO.IFEW 7 O21NHK \ CK FROM CURRENT /yP O / E 1„E'7 �' •J\ \ 2570 CONTOUR 19 �_ �«vvv»�--- CCCCCC LYY2 �,E"5R ( x x fes` Al N / F�ISNK RDS g16PR_6.�o \ r -,�__ �/ 3A SRO "0 ED 2 PRI VA TE - \ -\ \✓ 661 �.�. 25 LLE�_�- St'wQ R=97.50' 05 e C CLIrFORI'. ESEB.L_35 D. JR., iR. L=17.13' Ss' q06 p R EL- . 5 _ 7 1 / / C=17.11' O TBM PED. FnA `-\ - \ 587°16'2Tw S6A LJE cxENor rso o My cATv) e�Dv(L2 \�' - -� /• "y / L=49.32' R=97.50' OR --- \ C=47.13' NDRE - - - - a[v. zsz2TT 4 _ N57°51'14"W L=17.13' .64' TNS 0 86 -17.11' _ 7\ \ °1 25.58' S87.16'27"W 582°13'39"IN 5CU / IN ° R04p 7 N 'NS N87.40'46"W / j "N C4 NDG \\ \ \ - 20 9 9a 4LEl 750 _ tFGCNO MAC BEAR LAKE LLC 962 / 444 4 SBM TEMapaARY BENCHMARK • EXISTNL IRON ROD (EIR) / WON PIPE (ETP) IRON ADD SET ('RS) /NON PIPE SETIs /5 REBM OR 3/4- OREN TOP PIPE MAIL 4 -NC SET (NAF) 0 CONCRETE MONUMENT (AS NDTEO) . \ NTPL FENCE / \ - - - CV RKEAO UTUTI LNIE(S) : \ COMAUIEO PON. ®CONTROL CORNER (AS NOTED) p ENE R7DRA" (M) ", POLE (LP) p TY PALE IUP) cooCORRUCATEO PEA- IIP, "I.,DUCTAE NON Y'n PIPE INVERT ELEYATON w's METER BOUNDARY & PARTIAL TOPOGRAPHIC SURVEY Wv -TER VALVE CALL TABLE PAUL D. & LAURA M. HAENLEIN Course Bearing Distance S�p1- CERT", tRAT NIS PN1E:' WA) CDM- ,NpAE3a,,,51P.E.:RAR9�EN.N TDYD a N63°53A4W 1 32z6 LOT 660, BEAR LAKE RESERVE SUBDIVISION DWG. NO. 6336 AN ITs' RR. Me W ^ > PE 51 Lz N79^ol oz w z3.os RELELNc. AS °[MpPYEp AI 'M 9s RN(ENT "2 -1'°"R R"M °M L3 N70"4136'W 43.7z PHASE II - PLAT M PIN 7596-02-7758 REVISION: DATE: DBL COUB_M1 r° xp . ,I N E TRE --- AN , 1S.Q992A p.,Ds"S-..EEO ON �_'0./�6. N.' ,, CANADA TOWNSHIP JACKSON COUNTY, N.C. sw c1�RWDE RDP(CSOEK ]� wMRnE3 EN 1:7w/15. '..: a� *�n.s rIORS AAE EO ON7A5SUMC0 DAT- rN1u A'T" "••�.RL Ms„EL� "• mEEp I._5 wP1ION CAR'• .�• Q'SH D//'�: o vols%Da•\y -_ DECEMBER 6, 2018 SCALE: 1 IN. = 20 FT. we »7N.TE Da BE ANY -1 wmiw'EO DRANK rvO,I N- pN T a p NMT T 5 _ SEAL _ CURVE TABLE RINKLE SURVEYING P.A. °° „°R^` CKORr _ ___ : MV u EIS INE FCOFRCMCRes •-IA✓yR05 PFCTC[ L -J739 , Curve Radius Length Chord Chord Beoring 20 )FESSIONAL LAND SURVEYORS C BR e1PCN sWNE'wNc R N1PFR�12: M: 16111 s 2.E� M_ oSKANAPTRE 4n_e NN' u° 0�7 ` SURv;��02`` C1 12.5U 29_58 29.49 N71°2759 W 0 20 40 60 9.5 LICENSE LA0. C-1665 U. T"" LC 17- 'o,Ry'S•••BpA,. C2 67.50 9.78 9.78' N74 -5119'W GRAPHIC SCALE - FEET WEST PALMER STREET NL IKUN, NORTH CAROUNA 28734 HEMLOCK '828) 524-5867 FAX (828) 524-7994 ''•"D wm-.cN. L-3'-' LRE: www.sprinklesurveying.com rv0 N. L.E. HOR120N 14L CCN IROL M..IEMEN'S TC_NO WITHIN 2 00 FEE 3r S!7[