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HomeMy WebLinkAbout20220775 Ver 1_Shoreline Stabilization_20220609Shoreline 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 * Danebaltich@gmail.com Please provide an email address for payment and requests for more information here. Pre -Filing Meeting Date Request was 6/3/2022 submitted on: * Owner Information: Name: * Email: * Phone Number: Mailing Address: * Dane Baltich danebaltich@gmail.com (770)639-5055 (xxx)xxx-xxxx Street Address 266 Lakeview Shores Loop Address Line 2 City Mooresville Postal / Zip Code 28117 State / Province / Region NC Country United States Is there an agent working on the project?* Yes No Project Information [15A NCAC 02H .0502(a) & (b)] Project Name: * Baltich Steps 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: * 35.580546 Street Address 266 Lakeview Shores Loop Address Line 2 266 Lakeview shores loop City State / Province / Region Mooresville NC Postal / Zip Code Country 28117 US Longitude: *-80.942576 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* IMG 6181.pdf 3.57MB Please use the diagram at the link below: 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.) IMG_6183.pdf 3.61 MB 4. Location of the property (where work is to be conducted) Nearest Town: * Mooresville County: * Iredell Lake/ river/ ocean adjacent to Lake Norman property: Subdivisions name or site address: * 266 Lakeview Shores Loop Include phase/lot number Directions to site: * Heading west on Brawley turn right onto mckendree, then right onto Lakeview Shores Loop 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: * Residence Residential, undeveloped, etc. 6. Property Size .781 Acres 7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): Non -mortared stone steps from flat land down slope to the dock 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.) None 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.) 4x40ft 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: IMG_6181.pdf 3.57MB 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 o 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. o 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"); o 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"); o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the Shoreline Stabilization online form. Full Name:* Signature: Submittal Date: Dane Baltich 6/3/2022 Initial Review Is this accepted into the review process?* Yes No Project Number:* 20220775 Version:* 1 Select Reviewer: * Doug Perez:eads\djperez Select Reviewing Office: Mooresville Regional Office - (704) 663-1699 Has payment been received?* ( No Payment Needed C Fee Received C• Need Fee - send electronic notification What amount is owed?* C• $240.00 C $570.00 i •%IQ, • /4) 4,, v Or0.0 443 #044, J o ' 4 (.,/ ;� 6 do 0 �9� s°�0,> <1 .• 0 114% �Pt) r 0 9a _ 'tie) , /),3 .0 9 ea" "/(b % 'Po ,O ? c oj o, N. ,, iJ/9), MOTES: * PROPERTY MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHTS OF WAYS OR EASEMENTS NOT OBSERVED • 1ir DRADOCE & UTILITY EASEMENT MAY EXIST ALONG ALL LOT LINES. • t7llitiER TO iY ALL SETBACKS AND ZONING REGULATIONS PRIOR TO ANY PLANNING OR Ca TION. DIMENSIONS OF ALL IMPROVEMENTS SHOWN ON THIS PLAT SHOULD NOT BE SCALED OR REUED UPON FOR DESIGN OR CONSTRUCTION WITHOUT A FIELD VERIFICATION OF ALL DIMENSIONS. • DaTAt COPIES OF THIS FILE ARE FOR REFERENCE ONLY AND MAY NOT BE USED FOR DESIGN WORK. • ALL UNDERGROUND UTILITIES ARE NOT SHOWN HEREON. * 10' DRAINAGE & UTILITY EASEMENT MAY EXIST ALONG ALL LOT U NES. A PORTION OF THIS PROPERTY IS LOCATED IN A 100 YEAR FLOOD PLAIN AS DESIGNATED 6Y FIRM PANEL .4627 EFFECTIVE DATE: 6/16/2009 pa, eme /me Mat a••••, ese 10 r r 0110 re.'MI° Se- r -001 rmer — NORMAN :a: �r r-'Ner DOCKS, PIERS OR OAR: - �...� BUILT ON WE. NOT SHOWN ON TIES r r .SURVEY PIATr' .••r — r pear r .-- — p DEDMON SURVEYS 0 Dame eel 16 REBAR et. / 04 REBAR LO Course Bearing Distance L1 N 30'10'17" E 34.89' ` L2 N 11'36s00- " E 9.49' L3 N 32'21'00"' E 24.82` , L4 N 14'24`00" E ' 25.41 ` L5 N 00'36'00" E 24.52' L6 _ N 25'29'34* E a 26.38' FENCE CORNER IS ON THE BOUNDARY UNE ADJOIN ER'S FENCE CORNER ENCROACHES 1.69' ALUMINUM FENCE STONE DRIVEWAY ENCROACHES 2.02 24 ni eps Rp/i.�03/45 GIS Ur A LOT 313 MB 15 PG 66 • l y 81 2 STONE DRIVEWAY CROACHES 0.44' 1 Cu rve Radius I Length 1 Chord Chord Bear. Cl 110.00' 88.14' 85.80' 5 5619'54" w 40 GRAPHIC SCALE - FEET 40 80 LEGEND: BOUNDARY LINE • SANITARY SEWER LI1+E • NATURAL. GAS UNE UNDERGROUND POWER OMERHEAD UTILrfES UNDERGROUND TELEPHONE • WATER UNE t} FENCE (TYPE NOTED) CP in COMPUTED POINT (UNMARKED) R/W it RIGHT-OF-WAY E/P - EDGE OF PAVEMENT C/L - CENTERLINE 0 al UTILITY POLE LOT 315 MB 60 PG 142 STONE DRIVEWAY ENCROACHES 1.13 3' *BUILDING SETBACK INFORMATION PER MAP BOOK 60 PAGE 142 FRONT: 35' REAR: 35' SIDE: 15' LAKE SIDE: 50' 120 r4 REBAR tee 0 STONE DRIVEWAY CROSSES BOUNDARY UNE vo $6"a ()(4. <11 4)4 e • Ct) � e BENT • REBARiS� . co ta cc a CSC 0 z . • PHYSICAL SURVEY FOR DANE BALTICH LOT 314 OF CRESCENT LAND & TIMBER SEC. 8 0 266 LAKE IEW SHORES LP, MOORESVILLE. NC DAVIDSON TOWNSHIP — IREDELL COUNTY, NC SCALE: 1" = 40' DEDMON SURVEYS CHUCK POOVEY, PLS 413762 ROBERT DEDMON, PLS #3899 3704 NC HIGHWAYfil6 NORTH P.O. BOX 494 -DELAYER, NC 28037 PHONE: 704/483/4908 FAX: 704/48312170 WWW.DED M O N 5 U RVEYS.CO M lttgrir461;torhillt set ede "Zr V A et4114?— Nal = •— SEAL L_3"762 _ to flte 1 ScrifiC4v sow ees./Dossiannoto, .`t. 1, DAVID C. POOVEY. CERTIFY THAT THIS PLAT WAS DRAWN FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DB 2747, PG 2046) (PB 60. PG 142); THAT THE RATIO OF PRECISION AS CALCULATED EXCEEDS 1:10000: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G5 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 31 ST DAY OF . • CEMBER, 2020. • LAND OR SUJ RV.. BY: KPJ VICINITY MAP L-3762 LICENSE N0. .waif tsI-266x SITE X MCKENDREE RD GoATK11L RO LAKEVIEW SHORES LP MANLEY SCE RD picture i •%IQ, • /4) 4,, v Or0.0 443 #044, J o ' 4 (.,/ ;� 6 do 0 �9� s°�0,> <1 .• 0 114% �Pt) r 0 9a _ 'tie) , /),3 .0 9 ea" "/(b % 'Po ,O ? c oj o, N. ,, iJ/9), MOTES: * PROPERTY MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHTS OF WAYS OR EASEMENTS NOT OBSERVED • 1ir DRADOCE & UTILITY EASEMENT MAY EXIST ALONG ALL LOT LINES. • t7llitiER TO iY ALL SETBACKS AND ZONING REGULATIONS PRIOR TO ANY PLANNING OR Ca TION. DIMENSIONS OF ALL IMPROVEMENTS SHOWN ON THIS PLAT SHOULD NOT BE SCALED OR REUED UPON FOR DESIGN OR CONSTRUCTION WITHOUT A FIELD VERIFICATION OF ALL DIMENSIONS. • DaTAt COPIES OF THIS FILE ARE FOR REFERENCE ONLY AND MAY NOT BE USED FOR DESIGN WORK. • ALL UNDERGROUND UTILITIES ARE NOT SHOWN HEREON. * 10' DRAINAGE & UTILITY EASEMENT MAY EXIST ALONG ALL LOT U NES. A PORTION OF THIS PROPERTY IS LOCATED IN A 100 YEAR FLOOD PLAIN AS DESIGNATED 6Y FIRM PANEL .4627 EFFECTIVE DATE: 6/16/2009 pa, eme /me Mat a••••, ese 10 r r 0110 re.'MI° Se- r -001 rmer — NORMAN :a: �r r-'Ner DOCKS, PIERS OR OAR: - �...� BUILT ON WE. NOT SHOWN ON TIES r r .SURVEY PIATr' .••r — r pear r .-- — p DEDMON SURVEYS 0 Dame eel 16 REBAR et. / 04 REBAR LO Course Bearing Distance L1 N 30'10'17" E 34.89' ` L2 N 11'36s00- " E 9.49' L3 N 32'21'00"' E 24.82` , L4 N 14'24`00" E ' 25.41 ` L5 N 00'36'00" E 24.52' L6 _ N 25'29'34* E a 26.38' FENCE CORNER IS ON THE BOUNDARY UNE ADJOIN ER'S FENCE CORNER ENCROACHES 1.69' ALUMINUM FENCE STONE DRIVEWAY ENCROACHES 2.02 24 ni eps Rp/i.�03/45 GIS Ur A LOT 313 MB 15 PG 66 • l y 81 2 STONE DRIVEWAY CROACHES 0.44' 1 Cu rve Radius I Length 1 Chord Chord Bear. Cl 110.00' 88.14' 85.80' 5 5619'54" w 40 GRAPHIC SCALE - FEET 40 80 LEGEND: BOUNDARY LINE • SANITARY SEWER LI1+E • NATURAL. GAS UNE UNDERGROUND POWER OMERHEAD UTILrfES UNDERGROUND TELEPHONE • WATER UNE t} FENCE (TYPE NOTED) CP in COMPUTED POINT (UNMARKED) R/W it RIGHT-OF-WAY E/P - EDGE OF PAVEMENT C/L - CENTERLINE 0 al UTILITY POLE LOT 315 MB 60 PG 142 STONE DRIVEWAY ENCROACHES 1.13 3' *BUILDING SETBACK INFORMATION PER MAP BOOK 60 PAGE 142 FRONT: 35' REAR: 35' SIDE: 15' LAKE SIDE: 50' 120 r4 REBAR tee 0 STONE DRIVEWAY CROSSES BOUNDARY UNE vo $6"a ()(4. <11 4)4 e • Ct) � e BENT • REBARiS� . co ta cc a CSC 0 z . • PHYSICAL SURVEY FOR DANE BALTICH LOT 314 OF CRESCENT LAND & TIMBER SEC. 8 0 266 LAKE IEW SHORES LP, MOORESVILLE. NC DAVIDSON TOWNSHIP — IREDELL COUNTY, NC SCALE: 1" = 40' DEDMON SURVEYS CHUCK POOVEY, PLS 413762 ROBERT DEDMON, PLS #3899 3704 NC HIGHWAYfil6 NORTH P.O. BOX 494 -DELAYER, NC 28037 PHONE: 704/483/4908 FAX: 704/48312170 WWW.DED M O N 5 U RVEYS.CO M lttgrir461;torhillt set ede "Zr V A et4114?— Nal = •— SEAL L_3"762 _ to flte 1 ScrifiC4v sow ees./Dossiannoto, .`t. 1, DAVID C. POOVEY. CERTIFY THAT THIS PLAT WAS DRAWN FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DB 2747, PG 2046) (PB 60. PG 142); THAT THE RATIO OF PRECISION AS CALCULATED EXCEEDS 1:10000: THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G5 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 31 ST DAY OF . • CEMBER, 2020. • LAND OR SUJ RV.. BY: KPJ VICINITY MAP L-3762 LICENSE N0. .waif tsI-266x SITE X MCKENDREE RD GoATK11L RO LAKEVIEW SHORES LP MANLEY SCE RD