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Home My WebLink About20130425 Ver 1_Shoreline Stabilization_2013042220130425 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 seven (7) copies of this application and supporting information as well as a non - refundable application fee to the Division of Water Quality of $240.00 for impacts of to lake bottom of less than 1 acre and $570.00 for impacts to lake bottom of greater or equal to 1 acre. Applications should be sent to: Division of Water Quality 401 Oversight/Express Review Permitting - 1650 Mail Service Center Raleigh, NC 27699 -1650 L Applicant Information 1. Owner /Applicant Information Name: LW G, SEt-f 316116 IAAP-TMC -► skt" - nW11*6 Mailing Address: 2314 O' OEM-5 142 . EAST Telephone Number: E-mail Address: C14 Ag.wiTe t 13 G Z 8 2o7 ?D 4. 3 161 A Fax Number. LOV. S£I.F ® GMs .91 - . %<-. US 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:.Idm 0-- Company Affiliation: :KLM 1;. WA>� C-r- -ft LLt- Mailing Address: 13q mwrwuaop OQ. T�mg"r- Ci3u ML 2904-; Telephone Number: Z9. 429. Z46 6i Fax Number. $2S. ZA 9. lZ46 E -mail Address: WAS IL a gc;ry , GaK IL 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. .'� �.,. �........... a J '4" 'k � � � ' i . i '` 1. Location County: I-lf 14figsMy . Nearest Town: LAM LUg Subdivision name or site address Cmclude phase/iot numbea): YACAIT IlIo y 12VV6 Directions to site please inch & mad numbers, landmarks, etc. (This is not necessary if an adequate vicinity map is included): WOWN Olin gMPIAL VVY AT LAW- L *6 Ft SiASj a� � ,r0 CMA(U VPf* �VP,%Vg IJ14140 to i n-ro ACA CW I5LAO tiQ 2. Describe the existing land use or condition of the site at the time of this application: -� 3. Property size (acres): -1Q A CIO 4. Nearest body of water, (stceamfrivedsound/orean/lake): L.A Wit 5. Describe the of the proposed work: !9GLI UM26— 4 WD- N114&11 LAY. W#tK*, AuD LAM �' 6. List the type of equipment to be used to cow the project: �aW-A"` 7. Amount of impact Cuffing all excavation, backfill, rip rap. retaining walls, eta) below the nomtal pool lake level in square feet or acres: too Tb SO f ,rq`'- 8.a. Amount of impact ('including all clearing, back fill, excavation, rip rap, retaining walls, etc.) above the pool lake level and 50 feet land- ward in square fleet or acres: *6 ASTa44-AE2 RKAw19s Auy fla-Mg T 8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted (number of trees for instance): up ?lS — o11t!{ E�t14i'! IIlr �f P�+AS� WIRM Ulu- L4 99?LAMV Date 4 (Agent's signature is valid only if 'on letter farom the applicant is provided.) J4 1 tFy!) y ,rye( �{ 7r 19, 1 APR {]j > ONO. ♦. `�. r' W, tc"rW'r`: .71 Al h < j r Y , ``,11111.1111,,' Qh SEAL - �.C. y� Lws 1j1111111111 CRAIG V. MUWKIN and ruffs PAULINE O. MULLIKIN D8 703440 and wife NANCY D. PINNEY DB 721M LINE TABLE UNE BEARING DISTANCE L1 3 44.53 L2 S13*01'110E 7.71 L3 S01*12*56*E 7.70 L4 S1 4007'55"W 16.60 PROPERTY CORNER MEND • EXISTING IRON PIN (EIP) O NEW IRON PIN (NIP) • POINT Q NAIL OR RAILROAD SPIKE HYDRANT ❑ TELEPHONE PEDESTAL (PED) LIGHT POLE OR LAMP cO,a UTILITY POLE O WATER METER (wm) ® SEWER MANHOLE QO CONCRETE MONUMENT ® RIGHT OF WAY MONUMENT Q STONE I. NATHAN ODOM certify that under my supervision this Map was drawn from an actual field survey, that the Error of Closure is 1: 10000 that the boundaries not surveyed are shown as broken lines plotted from information in book page — - WITNESS my hand and seal this 77H day of June A.D 2009. Signature Land Surveyor Licensure Number L -2718 LAKE LURE WATER ELEVATION 990 LOU CECIL SELF and MARTHA CECIL JONES DEED BOOK 350 PAGE 187 TAX MAP 504 BLOCK 1 PARCEL 12 TAX PIN 217869 ZONING: R -1 CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC FIELD: N. MOM MAP: N. ODOM DATE: JUNE 7, 2009 MAP#: 22341 GRAPHIC SCALE e to 20 40 1 INCH = 20 FEET PROFESSIONAL SURVEYING SERVICES 206 N. MAIN STREET P.O. BOX 1161 RUTHERFORDTON. NC 28139 PHONE: (828) 287 -7059 so 19866 A \63 'loNGI e'wok x SEAWALU RETAINING WALL DESIGN FOR EXISTING SHEET ENGINEERED BY DATE 4 -IS-13 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN KIM B. WARNER, PE, LLC TO ENSURE THAT THESE PLANS ARE CORRECT AND JONES/ SELF PLAN 139 COUNTRYWOOD DRNE � COMPLETE KIM B WARNER, PE, LLC ASSUMES NO AND REV LIABILITY EXCEPT TO MAKE OORREC11ONS 146 YACHT ISLAND DR. LAKE LURE, NC 28746 SCALE - t • = 20' OF 6 FOREST GTY, 8 NC 68 28043 PE NO 198 REV REISSUE COPIES AS REQUIRED F0.ENAMEKNNONESM3 PROJECT NEED: THIS SEAWAW RETAINING WALL PROJECT IS DESIGNED TO REPLACE AN EXISTING RETAINING WALL THAT WAS INSTALLED 3 YEARS AGO AND A SEAWALL THAT WAS INSTALLED MORE THAN 30 YEARS AGO. THE GROUND ABOVE THE OLD SEAWALL WAS NOT PREPARED TO SUPPORT THE LOADS IMPOSED BY THE NEWLY CONSTRUCTED WALLS ABOVE R. IN ADDmON, EXISTING GUTTERS AND DOWNSPOUT DISCHARGES WERE NOT PROPERLY DIRECTED AWAY FROM THE WALLS. THESE CONDITIONS LEAD TO THE FAILURE OF BOTH THE UPPER WALLS AND THE SEAWALL BELOW. 19856 THE NEW PLAN CALLS FOR A NEW TALL SEAWALL WITH A %MIER RETAINING WALL ABOVE R. THIS TWO TIERED DESIGN STARTING WITH THE NEW SEAWALL IS NECESSARY TO i row,4F�r ENSURE THAT THE BASE IS PREPARED FOR THE ULTIMATE LOADING OF THE WALLS AND TO ENSURE THAT THE HOME IS PROTECTED FROM EROSION OF THE BANK BETWEEN THE �� e HOME AND THE LAIQ:. THE NEW WAILS WILL END AT A HIGHER ELEVATION THAN THE EXISTING WALLS TO REDUCE THE EROSION COMING FROM THE AREA ADJACENT TO THE HOUSE /�ti! f W ABOVE THE CONSTRUCTION AREA. R IS THE OPINION OF THIS ENGINEER THAT IF INS PROPOSED REPAIR E NOT COMPLETED IMMEDIATELY (BEFORE THE END OF SUMMER), PORTIONS OF THE RESIDENCE ABOVE MAY BE IN DANGER OF FAILURE BECAUSE OF THE LACK OF SUPPORT FROM ADJACENT SOILS UNDER THE FOUNDATION OF THE HOME. THIS ENGINEER ACCEPTS NO IMPLIED OR ACTUAL RESPONSIBILITY FOR PARTIAL OR COMPLETE FAILURE OF HOME FOUNDATION DURING THE DEMOLITION OR CONSTRUCTION PHASE OF THIS PROJECT. ONCE COMPLETE, THE TIERED RETAINING WALL SYSTEM WILL SUPPORT THE ANTICIPATED DESIGN LOADS AS REQUIRED BY THE NC BUILDING CODE. CONSTRUCTION PLAN DURING FULL POND CONDITIONS (LAKE ELEVATION = 990.01) SANDBAGS AS REQUIRED 4 TO 8 MIL PLASM r$. III_ —III _III = III_ -I LAKE LUREELEV990' (i I— III — III —I I I— FOR SEAWALL CONSTRUCTION DURING FULL POND CONDITIONS, THE FOLLOWING INSTRUCTIONS APPLY: 1) EXCEPT FOR THE INSTALLATION OF THE TEMPORARY SANDBAG WALL AND THE FIRST 2 TO 4 COURSES OF SEGMENTAL BLOCK THE SEAWALL WILL BE CONSTRUCTED FROM THE LAND SIDE OF THE WALL DISTURBANCE To THE LAID: SHALL BE MINIMIZED. 2) CONSTRUCT TEMPORARY SAND BAG WALL ALLOWING APPROXIMATELY Sr IN RRONT OF PROPOSED FOOTING LOCATION FOR ACCESS TO FOOTING AND BLOC( DURING CONSTRUCTION 3) PROVIDE 4 TO 6 MIL PLASTIC BARRIER ON LAID? SIDE OF TEMPORARY WALL 4) PUMP WATER FROM SEAWALL SIDE OF TEMPORARY WALL. 5) CONSTRUCT 2 TO 4 COURSES OF THE SEAWALL TO ENSURE THAT THE TOP IS ABOVE FULL POND (EL = 990.0) R) RFWWF TFMPORARY qW RAN; WAI I ANn f=m v: fYhN4TRIN:TIfw TQ fXNIPI mm RIPARIAN BUFFER SEEDING PLAN SEEDING SEED PROTECTION: 1. Men* seeded am wilh and 04 amuncl area pwpW y. Set sf n heW W 6' SEED RATE 1/21.13 PER 1,000FT2. 2. Cover seed sbpeswhom grade is ianes per fdorgmaterwith erosion %bdm Ralf fabric oft ESTIMATED AREA OF DISTURBANCE 1,500 FT2 s4m williml &ddft or ptft. 3. Lay fabric sm ft on surface, bury top end dean secmn In 6 Roth dew excavated topes trench. 20% Deertongue,'Tloga' (Panicum clandestinum (Dic hanthelium c.)) Provide 12 Inch overlap ofedsm t rolls. BadM trench and mke smoolh, dal with went sob. 20% Indiangmss,'Bother' (Sorghastrum nutans) 4. Sean wWb edps and overlaps at 36 huh hWvWs with stakes. 20% Virginia Wildrye,'Stither' (Elymus virginicus) 5. CONY dress doW with tpW to wisure doss 0wft Www Wft and soil' 6. At sides of domes, by laix in detection of water flow. Lap ends and edges mhmum 6 Mm. 209�o Raltop Paniograss (Panicum rigidulum (P. stipitatum)) 18% Big Bluestem,'Suthee (Andropogon gerardii) MAINTENANCE PLAN: 2% Winter Bentgrass, (Agrostis hyemalis) 1. Al emsin, wdse&nlentoonaolpmctoeswill bechedW for stat ly andoperatm Mmvng emery NC MOUNTAIN RIPARIAN BLEND AVAILABLE FROM udN � but m no cue Im than once every week any Treaded repairs will be made immediate► to mairdn an pracaoe9 as awned. ERNST CONSERVATIVE SEEDS 2 All seeded areaswig be reseeded as►tamaq aingto qmdflcdm in order to maintain a dense WWW.ERNSTSEED.COM vegaWW war. Apply 10 -10-10 fertilizer at a rate of 201b r 100Oftz in a 3. Peenanent rave grass species required may W a up tD two years forestabbhment, n ding on site per condlt L if oft spades have overfalm the area in the tirst year of ssWlAwt, ft lnvwN one time application. Ongoing fertilization is prohibited Weft must be mff*vW tDallow mkm species toth W. SEAWALL AND RETAINING WALL DESIGN NOTES: 1. SOIL LOADINGS CONSIDERED IN THIS DESIGN AND CALCULATIONS ARE BASED ON THE FOLLOWING PARAMETERS: FRICTION ANGLE COHESION UNIT WEIGHT SOIL TYPE INFILL SOIL 42 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY RETAINED SOT. 42 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY FOUNDATION SOIL 42 DEG 0 PSF 120 PCF WELL COMPACTED SILTY, SANDY CLAY 2. GLOBAL STABILITY AND SEISMIC LOADING ARE NOT CONSIDERED IN THIS DESIGN. 3. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE PROVIDED SUCH THAT HYDROSTATIC LOADING DOES NOT DEVELOP IN THE REINFORCED ZONE. 4. ANALYSIS ASSUMES FILL PLACEMENT IN 8 INCH LIFTS COMPACTED TO 100% STANDARD PROCTOR COMPACTION TEST FREQUENCY SHALL BE DETETBMINED BY THE ENGINEER OR AS OTHERWISE SPECIFIED. 5. RETAINING WALL UNITS AND INSTALLATION SHALL CONFORM TO THE MANUFACTURERS SPECIFICATION GUIDELINES, GEOGRID REINFORCEMENT SYSTEMS SPECIFICATION GUIDELINES, AND WATER MANAGEMENT SPECIFICATION GUIDELINES. SEAVVALU RETAINING WALL DESIGN FOR SPECIFICATIONS SHEET ENGINEERED BY DATE 4-16-13 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN JONES/ SELF AND NOTES L n KIM B. WARNER, PE, LLC 139 COUNTRYWOOD DRNE REV REV TO ENSURE THAT THESE PLANS ARE CORRECT AND COMP LE M WARNER, PE. LL UMES NO 146 YACHT ISLAND DR. LAKE LURE, NC 28746 SCALE -NONE OF 6 FOREST TY, NC 28043 G PE NO 19856 REV REV EXCEPT TO MAKE CORRECTIONS REISSUE COPIES AS REQUIRED FILINAME- KWJONESM3 SEAL - �, L-2718 JOHN R. HUBBARD, DOUGLAS G. HUBBARD WW NANCY H. ANDREWS and w►fe NANCY D. PINNEY DB 721/293 LINE TABLE LINE BEARING DISTANCE L1 S33'S2'12 "E 44.53 L2 S13'01'11 "E 7.71 L3 S01*12'56 0E 7.70 L4 S14- 07'55 "W 1 16.60 PROPERTY CORNER LEGEND • EXISTING IRON PIN (EIP) O NEW IRON PIN (NIP) • POINT Q NAIL OR RAILROAD SPIKE HYDRANT ❑ TELEPHONE PEDESTAL (PED) * LIGHT POLE OR LAMP cQ> U77LITY POLE ® WATER METER (wm) ® SEWER MANHOLE ❑O CONCRETE MONUMENT ® RIGHT OF WAY MONUMENT Q STONE 1, NATHAN ODOM certify that under my supervision this Map was drawn from an actual field survey, that the Error of Gosure is 1: 10000 that the boundaries not surveyed are shown as broken lines plotted from information in book page . WITNESS my hand and seal this 7TH day of June A.D 2009. Signature Land Surveyor Licensure Number L -2718 LAKE LURE WATER ELEVATION 990 IIETANrOwa L(NDTSIIO" kWFOUM(sue LOU CECIL SELF and MARTHA CECIL JONES DEED BOOK 350 PAGE 187 TAX MAP 504 BLOCK 1 PARCEL 12 TAX PIN 217869 ZONING: R -1 CHIMNEY ROCK TOWNSHIP RUTHERFORD COUNTY, NC FIELD: N. ODOM MAP: N. ODOM DATE: JUNE 7, 2009 MAP# 22341 GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FEET PROFESSIONAL SURVEYING SERVICES 206 N. MAIN STREET P.O. BOX 1161 RUTHERFORDTON, NC 28139 PHONE (828) 287 -7059 19856 GIN 13 W; SEAWALU RETAINING WALL DESIGN FOR SHEET ENGINEERED BY DATE 41613 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN JONES/ SELF PLAT 3 KIM B. WARNER, PE, LLC 139 REV REV TO ENSURE THAT THESE PLANS ARE CORRECT AND COMPLETE KIM B WARNER, PE, LLC ASSUMES NO SCALE -1"= 20 COUNTRYwOOD DRIVE FOREST CITY, NC 28043 REV LIABILITY EXCEPT TO MAKE CORRECTIONS AND 146 YACHT ISLAND DR. LAKE LURE, NC 29746 OF6 PE NO 19856 REV REISSUE COPIES AS REQUIRED �. �.,...� _...,..._�_ MULLICAN PROPERTY LINE TO HUBBARD SEAWALL 3.25' I + i� is I CRAIG AND PAULINE MULLIKIN SEAWALL TO BE REPLACED AS PART F TOTAL PROJECT BOATHOUSE 6, E 49.8' PROPERTY LINE TO PROPERTY LINE ALONG 1 SHORELINE. FLA� li I i ii' SEEpG 3P% \ \ \\`\,V\ t ' \ \ TRANSITION WALLS SMOOTHLY INTO FACE OF BANK f 0 \ °0 DECKING -- BFE = 998.1 TOP OF SEA WALL ELEVATION 9953 L1 TOP OF UPPER WALL ELEVATION 10133 FLAT AREAS FORMED BY RETAINING WALLS TO BE SEEDED WITH NC MOUNTAIN RIPARIAN BLEND SEEDS (ERNSTSEED.COM) 1 i d O� � n walk 1 i � I ' i TRAN ITION VIiAI.L SMQOIIHLYIINTO FA �B�K i I BFE = 998.1 \ \ \\�\ 1 CA \OQ- `��►uuu��i�, _ a ��' 13 19856 116 �N /li;, a W i R \ \\ LAKE LURE WATER ELEVATION 990 lo tjZ !\"v�% 1 EXISTING UI TO BE REM TOP OF LOWER WALL ELEVATION 1004.0' L4 RETAINING WALL (NOT SHOWN', AND REPLACED (SHOWN) LOWER SEAWAL M( AND REPLACED WITH TALLER WALL IN SAME LOCATION L2 DECKING EXISTING SEAWALL JOI TOP OF SEA WALL ELEVATION 994.0' al BOATHOUSE SEAWALL/ RETAINING WALL DESIGN FOR SHEET ENGINEERED BY DATE 416-13 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN JONES/ SELF P LAN A KIM B. WARNER, PE, LLC REV REV TO ENSURE THAT THESE PLANS ARE CORRECT AND COMPLETE. KIM B. WARNER, PE, LLC ASSUMES NO SCALE AS NOTED `t 139 COUNTRYWOOD DRIVE FOREST CITY, 28043 REV LIABILITY EXCEPT TO MAKE CORRECTIONS AND 146 YACHT ISLAND DR. LAKE LURE, NC 28746 OF 6 PE NO 198855 6 REV REISSUE COPIES AS REQUIRED. FILENAME- KWJONESM3 u) „ m —I 'm w r rn < n D 00 Z O I Z 0 '0 I� � I I I I IN I I I I Ig I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I w SEAWALL/ RETAINING WALL DESIGN FOI JONES/ SELF 146 YACHT ISLAND DR. LAKE LURE, NC 28746 FLAT ENGINEERED BY DATE 4-013 SHEET KIM B. WARNER, PE, LLC REV ELEVATION 5A 139 COUNTRYWOOD DRIVE SCALE AS NOTED OF 6 FOREST CITY, NC 28043 REV REV PE NO 19856 -oil-in oil 0110101mim i i i i - 11 IMMUNE w SEAWALL/ RETAINING WALL DESIGN FOI JONES/ SELF 146 YACHT ISLAND DR. LAKE LURE, NC 28746 FLAT ENGINEERED BY DATE 4-013 SHEET KIM B. WARNER, PE, LLC REV ELEVATION 5A 139 COUNTRYWOOD DRIVE SCALE AS NOTED OF 6 FOREST CITY, NC 28043 REV REV PE NO 19856 I8 I I I I§ I I I I I8 18 I I I 1 Ip 1 1 1 1 IN �I I I I I I 1 I 1 i I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN TO ENSURE THAT THESE PLANS ARE CORRECT AND COMPLETE. HOWEVER, KIM B. WARNER, PE, LLC ASSUMES NO LIABILITY EXCEPT TO MAKE CORRECTIONS AND REISSUE COPIES AS REQUIRED. FILENAME- KW.IONESM3 1� 0 i 5 N O _ ti I ! I I I I I 1 c I I I I 1 I I I I f I oI I I I I TI I I I I I I I I I i 1 I I I I I I I I I I I I I sl I I I I 1 1 I I I I I I i I I I I I I I I I I I I I I I 11 I I I I I I I 1 I I I I I I I I I I I I I I I I i I I I I I I I I I I ---� I ost O VN I 1 1 i I I I I Q* 1 a I I I I I I I I I I I I I ! 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WARNER, PE, LLC REV TO ENSURE THAT THESE PLANS ARE CORRECT AND 139 COUNTRYWOOD DRIVE REV COMPLETE. HOWEVER, KIM B. WARNER, PE, LLC SCALE AS NOTED FOREST CITY, 28043 REV ASSUMES NO LIABILITY EXCEPT TO MAKE CORRECTIONS AND REISSUE COPIES AS REQUIRED. 146 YACHT ISLAND DR. LAKE LURE, NC 28746 OF 6 PE NO 198585 6 REV FILENAME- KWJONESM3 IC14 00 0 co � tl') tN� O 8 EL. 1013.3 EL. 1004.0 6.0 EL. 994.0 LAKE LURE EL, 990 SOIL SEPARATING FABRIC SOIL SEPARATING FABRIC I��'� ■■r■+■■r ■.mil ' 1 1 �xrrlf 1 � Y s yf+ 7 - � -.��.* -- -- - -- ■ ■rte.. Ufa �i ,y all so some= 111 101111111`1 1 E�iri�11�11�11�11�11E�1i�11E 'BIIE�il�il� �� ' I - 1 AI 11 - M ■ Y r , LfA H or O U W a SECTION A2 SOIL SEPARATING FABRIC SCALE - 3/8" _ V-0" \�\\A CARO��i, G�pvu��wiy� RIP RAP INSTALLED TO ELEVATION 990.0' AND AS PER LAKE LURE ORDINANCES a AL 19856 z SEAWALL/ RETAINING WALL DESIGN FOR SECTION A SHEET ENGINEERED BY DATE 418.13 SIGNIFICANT CARE AND EFFORT HAVE BEEN TAKEN JONES/ SELF �+ KIM B. WARNER, PE, LLC REV TO ENSURE THAT THESE PLANS ARE CORRECT AND V 139 COUNTRYWOOD DRIVE REV COMPLETE. KIM B. WARNER, PE, LLC ASSUMES NO SCALE - 3/8" = 1' -0" FOREST CITY, REV LIABILITY EXCEPT TO MAKE CORRECTIONS AND 5 28043 REISSUE COPIES AS REQUIRED. 146 YACHT ISLAND DR. LAKE LURE, NC 28746 OF6 PE NO 19856 REV FILENAME- KWJONESM3