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HomeMy WebLinkAbout20181027 Ver 1_Shoreline Stabilization_20180726s ,w s ; State of North Carolina Department of Environment and Natural Resources Division of Water Resources Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization ENVIRONMENTAL QUALITY FORM: SSGP 02-2017 Shoreline Stabilization Application Form 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 Information Name: Duke Energy Progress, Inc. Mailing Address: 526 Church Street, Mailcode EC12Q Charlotte, NC 28201 Telephone Number: 704-382-8849 Fax Number: 704-382-6814 E-mail Address: Ryan.Snitker@duke-energy.com 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: http://www.saw.usace.army.mil/Portals/59/docs/regulatory/regdocs/Permits/SAMPLE AGENT AUTHORIZ ATION FORM.pdf) Name: Todd Gingerich, P.E. Company Affiliation: Civil & Environmental Consultants, Inc. Mailing Address: 1900 Center Park Drive, Suite A Charlotte NC 28217 Telephone Number E-mail Address: 980-237-0373 Fax Number: 980-237-0372 tgingerich@cecinc.com 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. 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) FORM: SSGP 02-2017 Page 1 of 3 County: Montgomery Nearest Town: Mt Gilead Lake/ river/ ocean adjacent to property: Lake Tillery Property size (acres): 6.0 Subdivision name or site address (include phase/lot number): 4917 NC Highway 24/27, Mount Gilead NC Directions to site - please include road names and numbers, landmarks, etc.: From Albermarle- head east on NC 24-27, once you cross over Lake Tillery drive 500 feet past the intersection of Highway 73 and NC 24-27. Turn right onto the latitude (in decimal degrees) N.35.3058 Longitude (decimal degrees) W80.0742 5. Describe the existing land use or condition of the site at the time of this application (residential, undeveloped, etc.): Existing boat access area 6. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): Installing proposed sidewalk and concrete bulkhead for floating pier. 7. WiII work be conducted from land? ® 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: 162 SF Temporary impacts in square feet: 9. Total amount of impacts above the normal pool lake level /Normal Water Level and 50 feet land -ward Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet: Temporary impacts (temporary clearing, construction corridor) in square feet: 10. Please describe the vegetation above the normal pool lake level/ Normal Water Level and SO feet landward to be impacted (number of trees, for instance): Grass 11. Signature ,� 7?Y 6d� Owner/ gent's Signature* [15A NCAC 02H .0502(f)l Date *Agent's signature is valid only if an authorization letter from the owner is provided. FORM: SSGP 02-2017 Page 2 of 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 ull Pond/ Normal Water Level Plan La ke {At Full Pond/ Normal Water Level} E AMP E Plan View FORM: SSGP 02-2017 Page 3 of 4 Lake (At Full Pond/ Normal Water Level) Existing Dock 0ftx7ft 3ftx15oft Below full pond/ NWL Full Pond/ Normal Water Level �l orel lne — _ _ 4ftx150ft Ri pra p Above full pond/ NWL 2 ft.x 150 ft. additional clearing " if necessary E AMP E Plan View FORM: SSGP 02-2017 Page 3 of 4 7 N La ke (At Full Pond/ Normal Water Level) C EL jI� Side View U- 3 ft. below full pond water level 4 ft. ahove full pond water level 2 ft. additional clearing if necessary Existing bank 16 ft. bank height Side Vi AMPLE FORM: SSGP 02-2017 Page 4 of 4 H L F3 3 NORTH 4i �- EXISTING BOAT RAMP \� ACCESS AREA PARKING \\ CAROLINA POWER & LIGHT Q / \ \ PROGRESS ENERGY ` Q \ DUKE ENERGY PROGRESS O \ \ TILLERY HYDROELECTRIC ��\ Q \ \ \ \ PROJECT BOUNDARY \ \ SEE.- L -D-8963 SHEET 11 V \\ \ \ DEED FILE 482 FEE SIMPLE TRACT NO. 206 FROM T. PRESTON THOMAS, ET. AL, DB. 79 PG 22 `\\ \\ \�� • DEED FILE 442 -FEE SIMPLE TRACT NO. 205FROM JANE E LIL Y, ET • ,f \\ Q / \ \ \ e MONTGOMERY COUNTY AL, D8. 90 PG. 152\ /' � � 4 WORK AREA / 0 CXR \ , 1,900 SF OF PERMANENT \, \t \\ \\ Ml``` %' \ �• • IMPACTS ABOVE FULL POND ` 1 \ \ ` • , ` EXISTING GRASS AREAS TO \ \ \\ \ • • / � � I Q BE RIPRAP OR PAVED 1 PROPOSED HANDICAP — PARKING SPACES APPROXIMATE FULL POND CONTOUR OU �- c•p (277.30) REMOVE AND REPLACE '�7 ' EXISTING RIPRAP 10 i I j 11%r / Q D' / INMIFULL TS O POND ROVEMENTS EXISTING WOOD BULKHEAD TO �\ BE REMOVED10 111 • 2.0' . I o� \\ ® / I I I o , .... SF OF TEMPORARY 1 \ `• r _ °'•' Q D IMPACTS BELOW FULL POND 1 -<7 -0, PROPOSED SIDEWALK AND CONCRETE ABUTMENT 17 P OPOSED FLOATING • �� .River Haven .'ca HAVEN DR c�'' IREFERENCE 1. EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PATTERSON LAND SURVEYING, P.A. ON JULY 17, 2015 2. ACCESS DELINEATION SURVEY PREPARED BY STANTEC, INC. DATED NOVEMBER 6, 2013 PROVIDED BY DUKE ENERGY o� "A, �- sl 00 24 77- 27 \�\ � R'I"SHORES DR 4 LOCATION MAP 4917 NC HIGHWAY 24/27, MOUNT GILEAD, NC (MONTGOMERY COUNTY) N35.3058, W80.0742 U.S. .S. 7.5 MIN. TOPOGRAPHIC MAP, MORROW MOUNTAIN, NC QUADRANGLE, DATED: 2013 1 "=1 ,000' cc i 0 o1 f Buzzard ' Mountain v EXISTING RIPRAP v v� LAKE TILLERY WATER LEVEL 276.9' (AS OF 7/16/15 ® 10:45 AM FULL POND ELEVATION= 277..3' SCALE IN FEET 0 100 200 Am 1- EXISTING BOAT RAMP LAKE TILLERY PROPOSED CONCRETE SIDEWALK AND ABUTMENT (OVER EXISTING GRASS AREA) EXPANDED ASPHALT PARKING LOT --i 6 15 I 7 EXISTING BOAT - RAMPS TO REMAIN LEGEND � PROPERTY LINE — — w C% u APPROXIMATE FULL POND CONTOUR OU �- c•p (277.30) REMOVE AND REPLACE '�7 ' EXISTING RIPRAP 10 i I j 11%r / Q D' / INMIFULL TS O POND ROVEMENTS EXISTING WOOD BULKHEAD TO �\ BE REMOVED10 111 • 2.0' . I o� \\ ® / I I I o , .... SF OF TEMPORARY 1 \ `• r _ °'•' Q D IMPACTS BELOW FULL POND 1 -<7 -0, PROPOSED SIDEWALK AND CONCRETE ABUTMENT 17 P OPOSED FLOATING • �� .River Haven .'ca HAVEN DR c�'' IREFERENCE 1. EXISTING TOPOGRAPHICAL INFORMATION PROVIDED BY PATTERSON LAND SURVEYING, P.A. ON JULY 17, 2015 2. ACCESS DELINEATION SURVEY PREPARED BY STANTEC, INC. DATED NOVEMBER 6, 2013 PROVIDED BY DUKE ENERGY o� "A, �- sl 00 24 77- 27 \�\ � R'I"SHORES DR 4 LOCATION MAP 4917 NC HIGHWAY 24/27, MOUNT GILEAD, NC (MONTGOMERY COUNTY) N35.3058, W80.0742 U.S. .S. 7.5 MIN. TOPOGRAPHIC MAP, MORROW MOUNTAIN, NC QUADRANGLE, DATED: 2013 1 "=1 ,000' cc i 0 o1 f Buzzard ' Mountain v EXISTING RIPRAP v v� LAKE TILLERY WATER LEVEL 276.9' (AS OF 7/16/15 ® 10:45 AM FULL POND ELEVATION= 277..3' SCALE IN FEET 0 100 200 Am 1- EXISTING BOAT RAMP LAKE TILLERY PROPOSED CONCRETE SIDEWALK AND ABUTMENT (OVER EXISTING GRASS AREA) EXPANDED ASPHALT PARKING LOT --i 6 15 I 7 EXISTING BOAT - RAMPS TO REMAIN SCALE IN FEET 0 10 20 EXISTING FULL POND LOCATION /DIM NSION VARIES DIMENSION VARIES 4' MAX. , SIDE VIEW N.T.S. Z CL wz CD w w V) FULL POND ELEVATION = 277.3' APPROXIMATE LAKE BOTTOM ELEVATION = 275.00' NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 13 Ir O W o 1 a Z O � cn w c LU cc 0 z CU LEGEND � PROPERTY LINE — — w EXISTING SIGN u 1 EXISTING TREE LINE oC 00 EXISTING MAJOR cn CONTOUR N o EXISTING MINOR F•- CONTOUR z <C PROPOSED MAJOR CIS 0 CONTOUR _o n 0 PROPOSED MINOR Z h CONTOUR CC PI PROPOSED CONCRETE 2 Q EXISTING OVERHEAD UTILITIES ou - J>- EXISTING LIGHT POLE CC W EXISTING PARKING STOP o � EXISTING UTILITY POLE 0 EXISTING BOLLARD m N PROPOSED RIP RAP WOOD BULKHEAD TO 3eQ BE REMOVED 100 O FULL POND CONTOUR D_!Q0cc PROPOSED FLOATING PIER i-111• � Q LIMITS OF DISTURBANCE —u1.�•l�l�� PROPOSED ASPHALT IMPACT BELOW FULL POND ®Z IMPACT ABOVE FULL POND = (EXISTING GRASS AREA) .C) U SCALE IN FEET 0 10 20 EXISTING FULL POND LOCATION /DIM NSION VARIES DIMENSION VARIES 4' MAX. , SIDE VIEW N.T.S. Z CL wz CD w w V) FULL POND ELEVATION = 277.3' APPROXIMATE LAKE BOTTOM ELEVATION = 275.00' NORTH CAROLINA BOARD OF EXAMINERS FOR ENGINEERS AND SURVEYORS LICENSE NO. C-3035 13 Ir O W o 1 a Z O � cn w c LU cc 0 z CU J LI H � } cc oz w m m 0 w Y _c) oC 00 �- cn � N o F•- z <C /w �/ / CIS 0 N W _o n 0 w Z h CC PI w 2 Q w J>- SHEET 1 OF CC W � o � �j m N w®wMc.� 3eQ 100 O D_!Q0cc � Q X O -p � ®Z = 1 L .C) U V) , M C) cn > r.� M � 0 N • PI d 0) � z W E a as 0 0 spy r .� L) J LI Q } cc oz w m m 0 w Y _c) oC ?_' c3 ti'•9 o �- cn < > o F•- z <C /w �/ / cn 0 N W _o n 0 w cc Z CC O w 2 Q w J>- SHEET 1 OF CC W Q H W w®wMc.� 3eQ � . O D_!Q0cc aU)- -p � ®Z LL cn J LI = } cc oz x Uj m m 0 w Y _c) m o ?_' c3 ti'•9 o cn O > o F•- ° • /w �/ / QQ �,� 0 N W _o n 0 J Z a m 2 SHEET 1 OF 1 CL W N LO cn r D C A R ��p FESS/p• �i% u; < o z m o ?_' c3 ti'•9 o U cn > 429 3: ° • ol 0 1 a- I Q Z\ DRAWING NO.: 1 SHEET 1 OF 1 D Uwe i Ac� bz k a DUKE ENERGY, August 11, 2016 Mr. Todd Gingerich, Project Manager Civil & Environmental Consultants, Inc. 1900 Center Park Drive, Suite A Charlotte, NC 28217 Water Strategy, Hydro Licensing and Lake Services Duke Energy Progress, LLC EC1201526 South Church Street Charlotte, NC 28202-1802 a 704382.6920 c 704 681,2703 f 704 382.4671 Reference: Agent Authorization Letter for Yadkin -Pee Dee Hydroelectric Projects (FERC No. 2206) Pee Dee Access Area Swift Island Access Area Grassy Island Access Area Blewett Falls Tailwater Access Area Clarks Creek Access Area Dear Todd: This tetter is provided to serve as the "Agent Authorization Letter" to provide Civil & Environmental Consultants, Inc. (CEC) signature authority for Duke Energy for the amenity upgrades of the following Yadkin -Pee Dee Hydroelectric Projects (FERC No. 2206): • Pee Dee Access Area: 579 Boat Landing Road, LilesviIle, NC 28031, Anson County • Swift Island Access Area: 4917 NC Hwy 24/27, Mount Gilead, NC 27306, Montgomery County • Grassy Island Access Area: 2356 Grassy Island Road, Ellerbe, NC 28338, Richmond County • Blewett Falls Tailwater Access Area: 2593 Power Plant Road, Lilesville, NC 28031, Anson County • Clarks Creek Access Area (new site): 177 Tillery Dam Road, Mount Gilead, NC 27306, Montgomery County The upgrades at these access areas and construction of the new site at the Clarks Creek Access Area are part of the approved Recreation Management Plan related to this project license. This authority is granted to assist CEC in the acquisition of the necessary permits to complete the proposed amenity upgrade work at these access areas and the new site at the Clarks Creek Access Area. Please keep Duke Energy informed of the progress of these projects. Sincerely atir' T vis Sinclair, Project Manager II Public Safety & Recreation Strategy Services