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HomeMy WebLinkAbout20191371 Ver 2_Shoreline Stabilization_20200518Submission 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: * Email:* Phone Number:* Mailing Address:* Is there an agent working on the project?* Nathan A Matthews amatthews@matthewsconstruction.com (828)308-7228 (xxx)xxx-xxxx Street Address 2336 Doe Court NE Address Line 2 City Conover Rbstal / Zip Code 28613 r Yes r No Project Information [15A NCAC 02H .0502(a) & (b)] Project Name: * New home for Nathan and Amy Matthews State / Frovince / Pegion NC Country Catawba 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.* t: Upload File r Lookup address Upload Map: 4611 PROPOSED SHORELINE (SHEET 468.86KB 1).pdf Latitude:* 0.000000 Longitude:* 0.000000 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* 4611 PROPOSED SHORELINE (SHEET 468.86KB 1).pdf 4611 PROPOSED SHORELINE (SHEET 562.55K6 2).pdf Buffer Form.pdf 78.16KB 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_0536.jpg 197.15KB IMG_0541.jpg 187.8KB 4. Location of the property (where work is to be conducted) Nearest Town:* Hickory County:* Catawba Lake/ river/ ocean adjacent to Lake Hickory property: Subdivisions name or site address:* NA Include phase/lot nun ber Directions to site:* 4611 First St NW Hickory, NC 28610 Rease include road narras and nurrbers, landmarks etc. 5. Describe the existing land use or condition of the site at the time of this application:* Additional shoreline approval Pesidential, undeveloped, etc. 6. Pro pertySize 2 Acres 7. Describe proposed work (include discussion as to how hardening of shoreline has been avoided, or why it is necessary): Already have approval to repair some shoreline and wish to add this area while we are completing the other 8. How will the work be done?* I7 From Land r From Water 9. Total amount of disturbance below the normal pool lake level/ normal water level:* (including all clearing, backfill, excavation, rip rap, retaining walls, etc.) 200 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.) 600 square feet 11. Please describe the vegetation above the normal pool lake level/ normal water level and 50 feet landward to be impacted:* (nurrber of trees, for instance) some trees along the edge that have fallen in the water and some that are close to falling that have to be dealt with. 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: • I have given true, accurate, and complete information on this form; o 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:* Nathan Andrew Matthews Signature: Initial Review Is this accepted into the review process?* Project Number:* 20200645 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 CATAWBA RIPARIAN BUFFER NOTIFICATION FORM 4(0 ► k 15T �45-r. tS\,,J t� �c t�� tz-�� N C 2�6Co01 Project Name/address: 1 PrylrkF.DO County: c�Aw3 jA Owner: Contractor/agent: w Print Signature The approval is for the purpose and design described in your application. Impacts not indicated in the application s a violation of the Buffer Rule. Site specific work should be provided in the application. [15A NCAC 02H .0506 and 15A NCAC 02B .0243(8)] 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, grading in the buffer is not allowed. Excessive disturbance of ground cover. [15A NCAC 02B .0243 (6)] 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. [15A NCAC 02B .0243(4) and (6)] Work to be conducted from land must indicate an access and indicate any trees that are to be removed. The work corridor should be described. The approved access corridor shall be restored. Staging, spoil, construction material must be outside the buffer. [15A NCAC 02H .0502 and 15A NCAC 02B .0243 (4), (6), (8)] Stormwatercannotbepipedorchanneledfordirectdischargetothelake. All constructedstormwaterdischarges 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. [15A NCAC 02B .0243(5), (6)] Ackno/wledgement of Notnifi'cation l✓PTkAn l A. 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 Buffer Rules, the approve plan(s) 4nd specification(s), and other supporting materials. Signature (owneriG//� Date: /4 2� $+F yyCKPI'lit"ll WIN NJ 0 .• SCALE F a GENERAL NOTES: 1. SHORELINE STABILIZATION TO BE DONE BY BARGE AND FROM SHORELINE WHERE EXISTING VEGATATION IS NOT DISTURBED. MATERIALS CAN BE DELIVERED BY LAND VIA OLD ROAD BED TO JOB SITE. 2. THE MATERIAL STAGING AREA SHALL BE MULCHED WITH G" OF HARDWOOD MULCH UPON JOB COMPLETION. 3. PERMITS FROM NCDEQ, CATAWBA COUNTY, AND DUKE ENERGY LAKE MANAGEMENT SHALL BE OBTAINED BEFORE BEGINNING WORK. 4. PLANTINGS REQUIRED ON NEW SLOPE SHALL BE DONE ASAP AFTER COMPLETION OF GRADING WORK. 5. BOUNDARY SURVEY WORK BY DARKEN REID, PLS. LEGEND EX15TING IRON FIN NEW IRON FIN PROPERTY LINE LINE NOT SURVEYED 50FT. BUFFER 5HORELI NE TYPICAL SECTION AREA IMPACTED BY SLOPE 5TAE 1 LIZATION 15 800 51' BARGE LOADING THIS AREA Lake Hickory THE OLD ROAD BED SHALL BE USED TO DELIVER MATERIALS THROUGH THE BUFFER. ONCE COMPLETE, THE ROADBED SHALL BE LAYERED WITH G" OF VICINITY MAP LAKE HICKORY � Z z � N SITE RELINE 5TAE31LIZATI 46 1 1 1 5T 5TKEET NW HICKOKY, NC END SHORELINE STABILIZATION Lake Hickory ZP T / Elev / 953.87 Elev / 95709 / / PT ON BANK (935J s �o 0 NlP 112" rebar ---------------------- Elev 961.20 �kl / ; 4 Lake hickory 9' �'� l ;' o 11 It m l %° ,.• Elev .•• 94731 l ; I Well , / House O NO STABILIZATION NEEDED TH15 AREA NIP 112" rebar l u-i Top lion Elev � 935. 11' / O / 0 1 � J o o' 7 S� 53 E/P 314 " pipe \ O OLD ROAD BED -CLEARED p J P NO STABILIZATION NEEDED \\ THIS AREA � o Q `♦ NO STABILIZATION NEEDED A� THIS AREA Lake Hickory NIP 112" rebar NC Fin # 37 1 5-14-42-9943 plat book Ref : Block "B" P.B. G pg. 23 Jean P. 5etzer Revocable Trust D.B. 2205 a e 1843 p 9 _ Lot 3 Block "B" P. B. 3 PG. 106) O -- & P.B. 6 PG. 23 s_ 0 X O V ' - s Lot 2 Block "B" P. B. 3 PG. 106) Q�� \ & P.B. 6 PG. 23 1' v� 5 0'Z, 36 S 6X. Drivel ElP 112" pipe (a7 wood rail fence 56 toga 37" 6q 03' 0.77 I cn s 6107 I� v I Ul Joshua E. Walker Jacqueline N. Walker I �, D.B. 333G page 1 180 D.B. 1090 page I I G I I I I I I I Lot 1 Block "B" P. B. 3 PG. 106) & P.B. 6 PG. 23 S 68 �S9 66 THE USE OF TH15 PLAN CON5TITUE5 AN ACCEPTANCE OF THE TERMS AND CONDITIONS SET FORTH BY LEE GRAGG, PE,PL5 THAT ACCOMPANIED TH15 DRAWING BY THE OWNER OF TH15 PROJECT. �1Ni11111#911l1t *-°kP SEAL r� c 21u78 0 .• SCALE F a GENERAL NOTES: 1. SHORELINE STABILIZATION TO BE DONE BY BARGE AND FROM SHORELINE WHERE EXISTING VEGATATION IS NOT DISTURBED. MATERIALS CAN BE DELIVERED BY LAND VIA OLD ROAD BED TO JOB SITE. 2. THE MATERIAL STAGING AREA SHALL BE MULCHED WITH G" OF HARDWOOD MULCH UPON JOB COMPLETION. 3. PERMITS FROM NCDEQ, CATAWBA COUNTY, AND DUKE ENERGY LAKE MANAGEMENT SHALL BE OBTAINED BEFORE BEGINNING WORK. 4. PLANTINGS REQUIRED ON NEW SLOPE SHALL BE DONE ASAP AFTER COMPLETION OF GRADING WORK. 5. BOUNDARY SURVEY WORK BY DARKEN REID, PLS. LEGEND EX15TING IRON FIN NEW IRON FIN PROPERTY LINE LINE NOT SURVEYED 50FT. BUFFER 5HORELI NE TYPICAL SECTION AREA IMPACTED BY SLOPE 5TAE 1 LIZATION 15 800 51' BARGE LOADING THIS AREA Lake Hickory THE OLD ROAD BED SHALL BE USED TO DELIVER MATERIALS THROUGH THE BUFFER. ONCE COMPLETE, THE ROADBED SHALL BE LAYERED WITH G" OF VICINITY MAP LAKE HICKORY � Z z � N SITE RELINE 5TAE31LIZATI 46 1 1 1 5T 5TKEET NW HICKOKY, NC END SHORELINE STABILIZATION Lake Hickory ZP T / Elev / 953.87 Elev / 95709 / / PT ON BANK (935J s �o 0 NlP 112" rebar ---------------------- Elev 961.20 �kl / ; 4 Lake hickory 9' �'� l ;' o 11 It m l %° ,.• Elev .•• 94731 l ; I Well , / House O NO STABILIZATION NEEDED TH15 AREA NIP 112" rebar l u-i Top lion Elev � 935. 11' / O / 0 1 � J o o' 7 S� 53 E/P 314 " pipe \ O OLD ROAD BED -CLEARED p J P NO STABILIZATION NEEDED \\ THIS AREA � o Q `♦ NO STABILIZATION NEEDED A� THIS AREA Lake Hickory NIP 112" rebar NC Fin # 37 1 5-14-42-9943 plat book Ref : Block "B" P.B. G pg. 23 Jean P. 5etzer Revocable Trust D.B. 2205 a e 1843 p 9 _ Lot 3 Block "B" P. B. 3 PG. 106) O -- & P.B. 6 PG. 23 s_ 0 X O V ' - s Lot 2 Block "B" P. B. 3 PG. 106) Q�� \ & P.B. 6 PG. 23 1' v� 5 0'Z, 36 S 6X. Drivel ElP 112" pipe (a7 wood rail fence 56 toga 37" 6q 03' 0.77 I cn s 6107 I� v I Ul Joshua E. Walker Jacqueline N. Walker I �, D.B. 333G page 1 180 D.B. 1090 page I I G I I I I I I I Lot 1 Block "B" P. B. 3 PG. 106) & P.B. 6 PG. 23 S 68 �S9 66 THE USE OF TH15 PLAN CON5TITUE5 AN ACCEPTANCE OF THE TERMS AND CONDITIONS SET FORTH BY LEE GRAGG, PE,PL5 THAT ACCOMPANIED TH15 DRAWING BY THE OWNER OF TH15 PROJECT. �1Ni11111#911l1t *-°kP SEAL r� c 21u78 SHORELINE STABILIZATION 4 G I I I ST ST RE ET NW GENERAL NOTES 1. ALL NECESSARY PERMITS MUST BE OBTAINED BEFORE BEGINNING WORK. 2. SPECIFICATION PAGES C-1 05 THROUGH C-1 15 ARE HEREIN INCLUDED. THESE ARE US ARMY CORPS OF ENGINEERS GUIDELINES FOR RIPRAP STABLIZATIONS. THESE ARE A GUIDELINE FOR MATERIALS AND METHODS FOR CONSTRUCTION. ANY QUESTIONS CONCERNING MATERIALS OR METHODS ARE TO BE DIRECTED TO THE ENGINEER. 3. THE FILL MATERIAL NEEDED SHALL BE SELECTED FROM THE HOME SITE ABOVE. SOIL TESTS SHALL CONFIRM SUITABILITY FOR SLOPE STABILITY. 4. THERE HAS BEEN NO EFFORT TO BALANCE THE CUT/FILL MATERIAL ON THIS PLAN. CONTACTOR SHALL FIGURE EARTHWORK VOLUMES. 5. REPLANTING IS ONLY FOR SECTION B-B. TYPICAL SECTION A -A WILL NOT DISTURB ANY SOIL OR EXISTING VEGATATION. VICINITY MAP LAKE HICKORY z _ ( N SITE co� TYPICAL REPLANTING PLAN LOOKING E ISO M WAT E R TREES SHALL BE MAINTAINED FOR A PERIOD OF NOT LESS THAN I YEAR AND REPLACED AS REQUIRED. ANY REPLACEMENTS NEEDED AT MID SLOPE SHALL BE COORDINATED SUCH THAT THE REMAINING PLANTS AND SLOPE ARE NOT DISTURBED. HICKORY, NC MOUNTAIN LAUREL OR RHODODENDRON DISPURSED THROUGHOUT ARMOUR STONE RIP-RAP-D50=9" UP TO 24" ABOVE FULL POND 2' MAX. G' MAX. 5' MAX AFTER SHORELINE CONSTRUCTION SECTION A -A 1. GABION WALL HEIGHT WILL VARY. iN AREA OF ONLY GFT OF VERTICAL BANK HEIGHT, THE WALL SHOULD ONLY BE 7 IT. 2. GABION WALL DE51GN BY OTHERS. 3. TOE OF GABION SHALL BE PROTECTED AT THE TOE A5 SHOWN. PROJECT BOUNDARY GABION BASKETS 7' ARMOUR STONE ' RIP-RAP-D50= 14" UP TO 24" ABOVE FULL POND I -G' BANK HEIGHT EX15TING SLOPE 1 5' MAX VAR. (- ` . ]-I,C -rR EX15TING FAILED 5HORELINE SECTION B-b G'-25' BANK HEIGHT ✓ARI ES FROM S SCHEMATIC ,T CASE OF 1 5' RY BANK HEIGHT VARIES FROM GTO 25'. THIS SCHEMATIC SHOWS WORST CASE OF 25' s ;tQ z SEAL i 21 U78 C? i w - - 212 LU W z Q p 0 lz U L O N U z Ln O — z z � 0 CD U-i Q -� U U Q Q Ln Ln u U Lu rn o > 0 7; oz C) Q O C) Q z � � W O � z Q `q J V, %l�N U — co NOMOTOXIMOor NOTION WOOL NE EPOVCV WOOD &Y WOOD OLD. no LEGEND Ex SING RON 'iN New IRON MN p ll SI IORLLINL STABILIZATION 4G 1115T 5TREET NW Like'llcOrry, MICII Nc 0O4 DEylO 're fat SCCf ON No yLANIMOMION NOTED NI r,v or IN No NODDED, OLD REAL) ov.....wv / n for OLL ON) DID DiOL or On 0 WI NO Ny HOONVENE Door ,�. !ifl IT:� Yvncto� lr'ASlp�2jor-('l o J,/ W Q u r o .CZ>, ED