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HomeMy WebLinkAbout20150254 Ver 1_Shoreline Stabilization_20150309 The following is an abbreviated application form for those applying for a 401 Water Quality Certification to impact FERC (Federal Energy Regulatory Commission) regulated lake shore or bottom under the U.S. Army Corps of Engineers Permit GP30. This Application cannot be used for wetland or stream impacts. Please provide five (5) copies of this application and supporting information as well as a non-refundable application fee to the Division rof,� Quality of$240.00 for impacts to lake bottom of less than 1 acre and $570.001 P lake bottom of greater or equal to 1 acre. Applications should be sent to: 2 0 1 5 0 2 5 4 Division of Water Quality 401 Oversight/Express Review Permitting 1650 Mail Service Center Raleigh, NC 27699-1650 VLIrMAR . Applicant Information 1 Owner/Applicant Information 0 9 2015 Name JEFFREY LATCHAW Mailing Address 2319 PENNINSULA AVENUE souRCEs SHELBY NC 28150 401&BUFFER PERMITTING Telephone Number 704-300-9990 Fax Number- E-mail Address ieff(M-aualtechindustries com 2 Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant ) Name Company Affiliation Mailing Address Telephone Number Fax Number E-mail Address II. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads Also provide a detailed site plan showing property boundaries and development plans in relation to surrounding properties You may use the diagram below to make a hand sketch of your project. Also, see the example below for guidance Both the vicinity map and site plan must include a scale and north arrow The footprints of all buildings, impervious surfaces, or other facilities must be included 1 Location County CLEVELAND Nearest Town SHELBY Subdivision name or site address (include phase/lot number) 2319 PENNINSULA AVE, SHELBY, NC28150 Directions to site please include road numbers, landmarks, etc. (This is not necessary if an adequate vicinity map is included) 2 Describe the existing land use or condition of the site at the time of this application RESIDENTIAL WITH SPARCE GRASS AND ERODING SHORELINE 3 Property size (acres) 0 5 ACRES 4 Nearest body of water (stream/river/sound/ocean/lake) MOSS LAKE 5 Describe the purpose of the proposed work BANK STABILATION WITH CONCRETE SEAWALL AND PATIO 6 List the type of equipment to be used to construct the project TRACK HOE & SKIDSTEER 7 Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc ) below the normal pool lake level in square feet or acres 684SQUARE FEET 8 a Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc ) above the normal pool lake level and 50 feet land-ward in square feet or acres- TOTAL DISTURBED AREA 4171 SF 8 b Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted (number of trees for instance) SPARCE GRASS TO BE RESOWN 0 A pl nt/ gent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided ) ELIZABETH AVE NOTES: SITE 1. ALL MATERIAL AND WORKMANSHIP TO MEET ALL STATE AND LOCAL CODES. DEBBIE 2. ASSUMED BEARING CAPACITY 2000PSF. ALL FOOTINGS TO BEAR IN FIRM UNDISTURBED SOIL FREE OF ORGANICS. 1 1/2 3. CONCRETE TO HAVE 3000 PSI 28 DAY STRENGTH. NO CALCIUM CLORIDE ADD MIXTURES RE . 1 MAX 4. BAR TO BE GRADE 60 COLD BENT FREE OF DIRT OR SCALE. MINIMUM LAP 18". MINIMUM CLEARANCE TO FORM 2" AND 3" TO SOIL 5. ALL DISTURBED AREAS ABOVE LAKE LEVEL TO BE STABILIZED WITH GRASS AND NC DOT CLASS 1 OR CLASS "B" 1' THICK WITH MIRAFI FABRIC MAINTAINED UNTIL A THICK DENSE STAND IS ACQUIRED. oHOLLY LN UNDERLAYMENT W VICINITY SKETCH EL738.8'+Z— 7 736.0' 4 <4 RIP RAP SECTION NTS EL737.0'+/— kk CAR 0 ,q. 000 E S sk s 4 sm CALCULATED BACKFILL 1026FT3: 38.0 ( 0 15480 YD3 (6.6FT3/FT SHORELINE) 000#5 WASHED STONE WRAPPED IN MIRAFI RIP RAP TO EXISTING FABRIC WITH 4" PERFORA7ED PIPE TO THE CITY OF KINGS MOUNTAIN DAYLIGHT OR THRU WALL ..F GRADE 736 CONTOUR IS HIGH-WATER LEVEL "MOSS LAKE" SLOPES TO WALL LIMITS OF DISTURBED AREA C-14 aa (5) #4 BARS HORIZONTAJ 20 C-4 4 z < 736.0 0 U2 ui ro, 2" ........... Z —\740 1>7 _5 , 11" 4 :7 0412. . 0 Li #4 BARS VERTICAL 16" G,C. 7.1 0 WE to -00 z E- 1:2 83' P uj UJ 0 (D 0 1 1 2" WEEP HOLES ;�,' O.C. IPE % WITH #5 WASHED STG�NE IN FABRIC p 0 Z C14f Z 00 E uj RIP RAP OVER FABRIC _j < JEFFREY S. ROARK 04 (n ,-..Lu 740 -- DS 1575 PG 1322 RIP RAP AS REQUIRED 410 uj z �,s w "LA J. LATCHAW 0 > W-1Ad 1021 0 T'll""i U-)0,!§0 'o-1, 4 - !� i�� 3) It ej. (n C'4 40, uzu OE-4 Z z ei�E 4 UJ 4 m -- ------ AF j ji'5 E-4�x4 PIPE wwrom THOMAS W. MAYHEW DO 1281 PG 1880; 08 1417 PG 738 01- PLAN VIEW /c ---------- l SCALE: 1 20'-0" N --- SHEEP .WALL SECTION C-1 SCALE: NTS OF