Loading...
HomeMy WebLinkAbout20200623 Ver 1_Shoreline Stabilization_20200509Submission 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. Owner Information: Name:* Mike Clendening Email:* clendeningmike@yahoo.com Phone Number:* (806)595-0404 (xxx)xxx-xxxx Mailing Address:* Street Address 7701 Cervin Drive Address Line 2 City Amarillo Rbstal / Zip Code 79121-1203 Is there an agent working on the r Yes project?* r No Project Information [15A NCAC 02H .0502(a) & (b)] Project Name:* Clendening Shoreline stabilization State / Frovince / Pegion TX Country US If your project has a formal name please use this. If your project does not hake 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.* r Upload File r Lookup address Upload Map: Reflection Pointe.pdf 252.53KB Latitude:* 35.157157 Longitude:*-81.019841 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* 4105 Arbor Spring Ct.pdf 484.28KB Please use the diagram at the link below: https://edocs.deq.nc.gov/WaterResources/O/edoc/616616/Shoreline%2OLayout.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.)* 4105 Arbor Spring Court shore line.jpg 458.64KB 4. Location of the property (where work is to be conducted) Nearest Town:* Belmont County:* Gaston Lake/ river/ ocean adjacent to Lake Wylie property: Subdivisions name or site address:* 4105 Arbor Spring Ct Belmont NC 28012 Reflection Pointe Subdivision Lot 54 Include phase/lot nunber Directions to site:* Enter Reflection Pointe Subdivision by turning right on Reflection Pointe Blvd from South Point Road. Turn left onto Lake Pointe Dr. Turn left on Beechwood Spring Ln. Turn left on Arbor Spring Ct. Rease include road naves and nunbers, landnarks etc. 5. Describe the existing land use or condition of the site at the time of this application:* residential- lot to be built on Residential, undeveloped, etc. 6. Property Size 0.48 acres Acres 7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): Building a residence on the lot, need to protect against erosion 8. How will the work be done? * 17 From Land r- 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.) 184 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.) 276 square feet 11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet landward to be impacted:* (nunber of trees, for instance) As shown in picture, light underbrush, logs on ground from years of fallen trees. 5 trees impacted- 3 dead trees hanging on shoreline with all roots exposed(not sure howthey are standing), 2 dead trees one about 6 ft in from lake , the other one about 20 ft in Sketch: sketch.docx 504.08KB 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): $240.00 for impacts to lake (below normal water level) of less than 1 acre $570.00 for impacts to lake (below normal water level) of greater or equal to 1 acre By digitally signing below, I certify that: • I have given true, accurate, and complete information on this form; • I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") • 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'); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND • I intend to electronically sign and submit this form. Full Name:* G. Michael Clendening Signature: rsfrrl��?l�r�r>i�rrr� Initial Review Is this accepted into the review process?* Project Number:* 20200623 Select Reviewer:* Select Reviewing Office Has payment been received?* What amount is owed?* r Yes f No Version:* 1 Alan Johnson:eads\adjohnson1 Mooresville Regional Office - (704) 663-1699 r No Payment Needed f Fee Received r Need Fee - send electronic notification * $240.00 f $570.00 Goole Maps "s Rey a 0 o-m o w m � a a = J�'.0t. Aird A��toll, t Arbors rord Cl �i a � S� Nonage CA 4° J rnee s !Goo le LINE LEGEND PROPERTY BOUNDARY ADJACENT BOUNDARY (NOT SURVEYED) PROPERTY BOUNDARY TIE LINE ONLY s x EASEMENT LINE no SETBACK LINE 871 I g CURB AND GUTTER I$ _ 4" DRAIN LINES rn SILT FENCING �z 6 . — — — — — — — — — — — EXISTINGTOPO LINES lz c t! FINISHED TOPO LINES aR z= e SYMBOL LEGEND 99 L5 L6 �1 #4 REBAR FOUND (RBF) 4 #5 REBAR FOUND (RBF) 1s' um1Tr & \" #4 REBAR SET (RBS) I DRAINAGEEASEMENT CALCULATED POINT ❑e ELECTRIC BOX ® CURB INLET QQ PRESSURE SEGVER i i i i ---- I r'� I ----------- I — 1 B9� — — Sd LAKE BUFFER #5 RBF -- I _ — t — i_--- zLs ,SET 010.44' CK ' I � I / SGPvEoo0 RNMI H FVM5 67 I_ -''' m o I Ki > pal DoxxW ANAW-------- BLS > yllt )mIi� LINE BEARING DISTANCE L 1 N 76012'04" E 42.63' L2 S 57005'34" E 31.71' L3 S 55009'57" W 6.92' L4 S 51 °23'50" W 12.46' L5 S 68006'36" W 28.13' L6 S 8504722" W 16.41' L7 S 55056'32" W 23.82' L8 N 74009'28" W 4.90' L9 S 2301046" W 54.90' 1-10 N 76021'21" E 78.95' Ll 1 I N 80055.34" E 271.00' �8 #5 RBF 0 12.02'• 30' FRONT I . a• • .,' • EfBA JCS--- • .. i / � 009 o�Z — • �v I FIA 0 w o. SCALED FLOODLINE (MB 67 PG 64) HATCH LEGEND CONCRETE ❑ PAVEMENT BUILDING ��� %< : q� • - . ARBOR SPRINGS COURT' 40' R/W (MB 67 PG 64 CURVE RADIUS I ARC LENGTH I CHORD LENGTH I CHORD BEARING C4 50.00' 1 16.88' 1 16.80' 1 N 67001'07" E i •,:?. _.. _ �:rra.. .a$�-� :y,=�_ it �:.:-.:.�' ,.fie'_'. La ke (At Full i?fJncl f Nar�naE IM1f f i =11= 1-- ......_. .... - Full Pond/Rip Normal Wafter Level Shoreline 3��q;�-6 i+o�fti1.._ C1tae�� - lYkx ►ati u+�1 rc•t� �� sus' X4, 41.lIA.��rc