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HomeMy WebLinkAbout20230091 Ver 1_Shoreline Stabilization_20230117Shoreline Stabilization Application Form NORTH CAROLINA Environmental Quality 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization FORM: SSGP 10-2013 DRAFT -NOT FOR USE AT THIS TIME Submission Form I. Applicant Information [15A NCAC 02H .0502(a)] Please note: fields marked with a red asterisk * below are required. You will not be able to submit the form until all mandatory questions are answered. Primary Contact Email* donna.lancasterdocks@gmail.com Please provide an email address for payment and requests for more information here. Pre -Filing Meeting Date Request was 1/16/2023 submitted on: * Owner Information: Name: * Email: * Phone Number: Mailing Address: * David Williams williams80@comcast.net (201)874-7336 (xxx)xxx-xxxx Street Address 80 Winay Terrace Address Line 2 City Long Valley Postal / Zip Code 07853-3575 Is there an agent working on the project? * Yes No Agent/Consultant Information State / Province / Region NJ Country US Name: * Donna P. Hrko Company Affiliation: * Lancaster Custom Dock and Lift Sytems, Inc. Email: * donna.lancasterdocks@gmail.com Phone Number:* Mailing Address:* (304)629-6096 (xxx)xxx-xxxx Street Address 1156 Perth Road Address Line 2 City State / Province / Region Troutman North Carolina Postal / Zip Code Country 28166 United States A signed and dated copy of the Agent Authorization letter: * Williams Sighed Agent Authorizaiton 149.O1KB Form.pdf Link to: Sample Agent Authorization Form Project Information [15A NCAC 02H .0502(a) & (b)] Project Name: * Williams Boat Ramp Maintenance If your project has a formal name please use this. If your project does not have a formal name, please identify your project by the owner name and proposed activity (Jones Property Access Road, Smith Guest House, etc.) List in parentheses any other names that have been used to identify the project in the past. 1. Provide 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. * Upload File Look up address Property Address Lookup: * Latitude:* 35.540232 Street Address 152 Sandy Shore Drive Address Line 2 City State / Province / Region Mooresville NC Postal / Zip Code Country 28117-7499 US Longitude: *-80.905694 2. Provide a detailed site plan showing property boundaries and proposed locations of vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces, etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations, and construction access corridors. You may use the diagram under section 12.normal pool lake level/normal water level* Williams Boat Ramp Site Plan and Misc. Docs.pdf Please use the diagram at the link below: l.I5MB https://edocs.deq.nc.gov/WaterResources/0/edoc/616616/Shoreline%20Layout.docx 3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale of some sort- a yard stick, shovel handle, etc.) Williams Google Earth Boat Ramp.pdf 3.76MB 4. Location of the property (where work is to be conducted) Nearest Town: * Mooresville County: * Iredell Lake/ river/ ocean adjacent to Norman property: Subdivisions name or site address: * Surf Side Estates Lot #9 Include phase/lot number Directions to site: * From I-77 NB, Exit 35, Left onto Brawley School Road, Left onto Isle of Pines Drive, Right onto Harborview Place. Left onto Sandy Shore Drive. Property is on the right. Please include road names and numbers, landmarks etc. 5. Describe the existing land use or condition of the site at the time of this application: * Residential Residential, undeveloped, etc. 6. Property Size .571 Acres Acres 7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): Repair existing spalling concrete boat ramp with marine hog slat overlay. Slats will be anchored with re -bar. 8. How will the work be done?* From Land From Water 9. Total amount of disturbance below the normal pool lake level/ normal water level: * (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) 800 sf square feet 10. Total amount of disturbance above the normal pool lake level/ normal water level and 50 feet land- ward: * (including all clearing, back fill, excavation, rip rap, retaining walls, etc.) 500 sf construction corridor square feet 11. 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) None Sketch: Application Fee: Once the application has been accepted. You will need to send a corresponding fee in with the appropriate DWR#. The application fee is as follows (pursuant to G.S. 143-215.3D): o $240.00 for impacts to lake (below normal water level) of less than 1 acre o $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre By digitally signing below, I certify that: o I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief a I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time. a I agree that submission of this Shoreline Stabilization online form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); a I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); a I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND a I intend to electronically sign and submit the Shoreline Stabilization online form. Full Name:* Signature: Donna P1 Hrko Submittal Date: 1/16/2023 Initial Review Is this accepted into the review process?* Yes No Project Number: * 20230091 Version: * 1 Select Reviewer: * Andrew Pitner:eads\ahpitner Select Reviewing Office: Mooresville Regional Office - (704) 663-1699 Has payment been received?* No Payment Needed Fee Received Need Fee - send electronic notification What amount is owed?* $240.00 $570.00 AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO: 9 STREET ADDRESS: 152 Sandy Shore Drive Mooresville, NC 28117 Please print: PLAN NO: Property Owner: David Williams Property Owner: PARCEL ID' 4635361914 The undersigned, registered property owners of the above noted property, do herebyauthorize DONNA P HRKO , of LANCASTER'S CUSTOM DOCK & LIFT SYSTEMS, INC. (Contractor/Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptanceof this permit or certification and any and all standard and special conditions attached. Property Owners Address (if different than property above): 80 Winay Terrace Long Valley, NJ 07853 Telephone: 201-874-7336 We here Authoriz( 12/1/22 Date the above information submitted in this application is true and accurate tothe Authorized Signature Date THE INFORMATION CONTAINED IN THIS DRAWING 1S THE SOLE PROPERTY OF LANCASTER'S DOCK& LIFTS SYSTEM INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF LANCASTER'S DOCK & LIFTS SYSTEM INC. IS pROHIBITED. ro x o c0co 40 ran �C2 / I � I4:0, i J I I f f f f l i 1 1 i i t f l f a ISSUE CLIENT 11-29-22 Dave & Julie Williams 152 Sandy Shore drive Lancaster Custom Dock and Lifts � DR -AWN sv M N Mooresville, N.C. 1156 Perth Road Troutman North Carolina (At Fi e a Side View U- 10 ft. bank height Side Vi _r -1 ft, below full pond water level 4 ft, above full pond water level VL, cy� 2 ft- additional clearing . 'If necessary FORM: SSGP 02-2017 Page 2 of 2 PHYSICAL SURVEY FOR DAVID WILLIAMS & JULIE WILLIAMS LOT 9 OF SURFSIOE ESTATES Q 152 SANDY SHORE OR, MOORESVILLE, NC DAVIDSON TOWNSHIP - IREDELL COUNTY, NC SCALE: 1" - 50' DEDMON SURVEYS CHUCK PWVEY, PLS83752 ROBERT DEDMON, PLS#3999 3704 NC HIGHWAY#16 NORTH P.O. BOX 494 - D£NVER, NC 2,8037 PHONE: 704148314909 FiRM#C-04S3 acu L�7a1 I CERTIFY THAT TFIU FLAT WAS SURVEYW AND DRAWN FROM AN ALTt SURVEY MADE LNDER W SUPERVISION DB 2423, P6 1745; PB 7, PG la; THAT 90UHMM NOT SURVEYED ARE DRAWN FROM DB . PG ; THAT THE RAM OF PRECISION DMEEDS 100000; THAT TINS PLAT MEETS THE REWR Dn OF THE STANDARDS OF PFOC"M FOR NO (21 NCAC56BOO) WRWE55 MY OFFICK SEAL -AND SHQNXTIJW THRA 3RD AAY OF MAY, AD I=. �7 , SIM. BY: WJ I DRAIN: KAJ I JG" SAilOsill VICINITY MAP q AIARBORVTEW , LY SANDY SHORE OR SITE x ------------- APJACFNT WwL�� �L�171S.! � E'NORMM9Z- AW FlaCM PCWS " GM1KA' ar��ON�TRS� •�• � +lP1R,ti1' PY.Vi� 60 0 60 100 150 GRAPHIC SCALE — FEET 3.1V END: BOUNDARY LINE =rrARY SEWER UNE NATL]RAL GAS LINE UNDERGROUND POWER �MMn�.n OVERHEAD UTILITIES _ T UNDERGROUND TELFPNONE WATER a� FENCE OYPE UNE NOTED) CP - COMPUTED POOR (UNMARKED) R/W - RIONr-OF--WAY E/P - EDGE OF PAVEMENT C/L CE TERUNE - LMLfFY POLE LOT 10 MB 7 PC 18 CO.,., SCAT RAMP III BUOAAT I —NOTES: • PROPERTY RAY' BE SUBJECT TO PoECORaEO OR JE7 Sm UNRECORDm RIGHTS OF VIA OR EASEMENTS RkYP N(yT 0@SFRySp 10' DR %%GE & UFL.ITY EASEMENT MAY DI ST ALONG ALL UW I NdS ' UTb ALTLbSAEPRIORBWZONN am CONSSRUCIION. • OILIEN5gNS OF ALL IL1FRODEV MEWLTS SHOWN ON EMS PLAT SFIDLILO NOT BE SCALEa OR RElJfD UPON FOR DESIGN OR OONSIRUCUON Wrm" A FO D YEAFIMM OF AlL DRjEHSjDNS. DmnAL COPIES OF TNLS FILE ARE FOR ONCE ' DAILY AM WAY NDP eE u m POR GFEAON WOW. • ALL UNBEtOROUNID UnUTIES ARE NOT MWN HEREON. • ALL PINS WERE FOUND 0%Tm AS SHOFTN Umms NOTED OUumsE. DEDMON SURVEYS Rol A`k _ Ex. C7 60,��o LOT 9 0.571 AC 4-- 'NOTE: IMPROVS AUffS EXIST ON TKIS LOT THAT ARE NOT SHOWN ON THIS SLR?VEY. � so' euPFETR APPRDX. FEMA FLwi) IX. CONCRETE ,� L.KE PER GIS LAONIFI4TTr ACTUAL 7!q`6-MUR UNE PEfVFELD L0ClLilON / 4/27/20E2 �f P M CONCREi�E vS+�s MONIMEflT 7 LOT 8 & PART OF 7 MB 7 PG 18 D8 1236-675 ::NORMAN ~ N MT Doom, pm OR GFIQY r � auR1E1' L'LATr W ' A PGRFION OF TINS PROPERTY IS LOCATFD IN A 100 YEAR FLOOO PLAJH AS DESIGNATED 6Y FIRM PANEL 046M EFPECTNC LUTE: 6/16/M9 Cause I Bearing Distance L1 I S 82'56 00 W 32.40 L2 N 82'5110 W 80,74 L3 N 3R'Od OD W 20.00 Curve I Radius I Length Chord Chord Bear. C1 175.50 5.39 25.36 S 84 5O 3S E lredell County, North Carolina January 13, 2023 Tax Map information • PIN • Address • Account ri • Tax Owner • Mailing Address • • GIS Owner • Deed info • Tax Acres • Lot # • Description • Zoning • Old Parcel u • Bldg Value • OBXF Value • Land Value • Total Value • Defer Value • Tax Districts 4635361914.000 152 SANDY SHORE DR Acct80035545 WILLIAMS DAVID M 80 WINAY TER LONG VALLEY: NJ 7853 WILLiAMS DAVID M+iULIE B 2423 / 1745 - WO - 20160602 0 LT 9 SURFS1DE ESTATES PB7-18 R20 1702G02000A009 `b480,880 $20,260 $425,000 $925,140 50 -ALLCNTY FIRE- - Williams Boat Ramp Aerial View MAP FOR REFERENCE ONLY NOT A LEGAL DOCUMENT Iredel County, North Carolina makes no claims and no warranties, expressed or implied. concerning the Validity or accuracy of the GIS dale presented on this map. Print map scale is approximate. Critical layout or measurement activities should not be done using this resource. Project l owner: Contract The "FIJIUvdi is Tor the purpose and design described in your application. Impacts not indicated application Is a violation of the Buffer Rule. Site specific work should be provided In the ap lication. the NCAC 02H .0506 and 15A NCAC 02B .0243(8)] p [15A Trees are not allowed to be removed from Zone 1 of the Buffer (within 30 ft of the full pond elevation)unless approved. Exception, those trees that are severely undermined along the immediate shoreline can be removed. Minimal shaping and sloping along the immediate shoreline is allowed. [15A NCAC 02B 0243(6 Benching and gradin 71 .0243 (6)1 gin the buffer is not allowed. Excessive disturbance of ground cover. [1SA NCAC 02B Beaches, impervious patios, impervious walkways, etc. are not allowed in the buffer unless specifically approved by the Division. There are limitation on size for decks. [1.5A NCAC 023.0243(4) and (5)j Work to be conducted from land must indicate an access and indicate any d. The trees that are to be remove work corridor should be described. The approved access corridor shall be restored. Staging, spoil, constructive material must be outside the buffer. [15A NCAC 02H .0502 and 15A NCAC 02B .0243 (4), (6), (8)1 Storrnwater cannot be piped or channeled for direct discharge to the lake. All constructed stormwater discharges must be at the natural elevation and discharged prior to entering the buffer directed as diffuse or sheet flow at non -erosive velocities to the lake. f 15A NCAC 02B .0243(5), [Bjl Acknowledgement of Noty1cadon !f hereby state that I have been informed of the Catawba Riparian Buffer Rule. Any work conducted in the buffer, not specifically stated in the application and approved by the Division of Water Resources (DWR), is a violation and subject to enforcement. Due diligence will be taken such that the construction will be built within substantial compliance and intent of the 401 Water Quality Certification and B r Rule , the approved la j and specification(s), and other supporting materials. Signature (owner); Date: - — At, or t' 70 N c.r LO CPO it 4 ml