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HomeMy WebLinkAbout20091111 Ver 1_Shoreline Stabilization_20091019Robert J. & Molly M. Hanes 325 Chanticlair Drive Apex, NC 27502 919-303-7474 (home) 919-801-9801 (cell) 0 P - 1 1 1 1 October 16, 2000 PA I -r) Division of Water Quality ILE 401 Oversight/Express Review Permitting 0 C T 1 9 1650 Mail Service Center 2009 Raleigh, NC 27699-1650 .WER.OWIM RE: Application for Water Quality Certification Please find enclosed an application for a 401 Water Quality Certification. Our intent is to install rip rap to stabilize the shoreline on Lot 1029 in the Tillery Tradition on Lake Tillery in Montgomery County. I have enclosed a check for $240 and 5 copies of the application, topographical and site maps. Please let us know if you need any additional information or have any questions. You may reach us via phone at the numbers noted above or via email at mollvmhanes@aol.com. Sincerely yours, jy? -aa,?D Molly M. Hanes Enclosures 1 1 1 1 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 rmit GP30. This Application cannot be used for wetland or stream impacts. Please pr ide five (5) cop' of this application ands pert' information as well as anon-refundable applica i e to the Division of Water Q ality of $240.00 for impacts to lake bottom of less than 1 acre and $570.00 for impacts to lake botto?r-o 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 1. Applicant Information 1. Owner/Applicant Information Name: Ta\Jer-? J. S Mo?? Mailing Address: 1A-6, ,neS t°e-t?S Telephone Number: °I 1 °I 3 ° 3 ''14 1 `( Fax Number: Q 1 ? - (4 1 E-mail Address: rx-\ MV\ o^ es Cy ck, o C." r l- 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: 11r / A - 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. Location County: ?lr? cs?1 Nearest Town: N\ 1 e¢? Subdivision name or site address (include phase/lot number): l ?- ':i \N try Tf c_d . ?aw L 0+- 162 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: 3. Property size (acres): r- . 2? G CMS 4. Nearest body of water (stream/river/sound/ocean/lake): Lc 1< e ?'? tr y 5. Describe the purpose of the proposed work: o r` S A-e-?.-): ; -LO-V Qh - 0.41 /1 I" (0-1; °r a-F (-,% P «O 6. List the type of equipment to be used to construct the project: c_c );? h-.!. e-. 7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the normal pool lake level in square feet or acres: I (-?0 (-C, ,0 G 1 ° o (?C \rnC. S? A1?? r6l_ r? 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: j v 1 f o.'t rea AC-1k Jr- 5 Vd.?ll -Le s? re I r e 8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted (number of trees for instance): 11 1 rv, o v 0.l f V e+e, A? a•? 0 3 0 f t o,h-- P COCA e ay L G S ?r-?u r,i, fire es Qs n as s ,blc; qS alp c-o-4&0° 7 PC- ?r-?s,( ??.cf 57 . a /I Applicant/AgeiW's-Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) I 4--L Scale=:249000" 5 I' i fI ? i I _ r 1 iC S,.S!%? 1 i? \•1 1 ? 1 ? J? 5? ?•.,.?y` I III . ??- !?• l? I ?? ? f? \ C _ ? ? •!.•" ?? /, I ?V J? I ?? ('/1 ? A _i' ? ?I r ? 1 421 ?Jj, t .. , 11 ??.-?'-'- I?. lr?s ? rf/f? ?/ - `? '? 1 ??11 ?.s? p, •/ l ??' F ??' I?Yr ri ? - I" .-' J I•?t,/ / ? - 1 n / l _ i ?^- ??' slim a`jr ? >?? , I. 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(? /•/ \ / 31" 7? ?. ?-? ..-., 6 sue, [ ?J,??4' I' /'I-?: f (• ? Ir - /J .-... 7155 \ ` ` c ?.• ? "V ?? / ry '4 ??'\ 7\ (? \,,L\-/?'?ii ?? J???` ??1 \ 1 i' f;.?\ _ ?? ? I ?? ? r?y`r; Ail l , Legend `' fir. ?- / ._ '? ? ' I?,? , \ ?` ? `?? •...T `1`11 >, ^ ,,` \'`,`71 ,, , ? ti , :. -, ? \I`v 5 000 1 5?'. %cCJ. ? .1 f ((, •: %?', ,?(.?' 21500 0 hanes 51 000 Feet• ¦ ¦ Mt. Gile i I 200 Feet ¦ ~ P~C&-b9~~;O ~ ~ A G~SSEC7U~C ~F RGHITEGTURAL PRECAST w WALL GAP ~ ~ CE 62~ ~ ~ ~ ~ 1 wd a. ~ STONE VENEER ~a ® "dial Y'4l~roo~• ~i. Y.l f~~S Mn a Z I/2 D _ !0 9~ - 6RADE LIFE 4 STONE VENEER - ~ a, w a', - - - - - V a~ ~ N ^ P ~ 6y h ® ' - s _ ° - - GOMPAGTB7 ir'~.L 0 . 'a V INIT1° A ~ ~ ; ' - _ - REINFORCED G0~ * w ' a ' WALL, SEE STRUG'T~tAL 2 A. DRAWINGS FOR f~IIGING D ~ GRADE LINE • ~ a . > WATERPROOF RETA~NIN6 fWALL ' ° ' BELOW GRADE TYPICAL _ AREA BY D.M.D. ' ° o v ~ - n fir/ E - a a s e~ 4a® 4 PERFORATED FOUNDATION c~' a~' ~ ~ LINE T,~~LE n ,P - DRAIN IN 2 X 2 STONE FILL ~ ~ ' ° ' ' ° ' ' ° ' - WRAPPED COMPLETELY IN ~ P ' ' ° Line Bearin Distance BEING ALL OP LOT 102 0 THE o~ THE ~ ~ a LANDSCAPE FABRIC g Ti~Y GLOB ~ ~ L COMPACTED FILL TILLERY TRADITION GOlJNTRY GLOB LI N 28-3 21 47 E 18.23 ~ IVI510N PHASE 15HEET SA A5 SUBD , ;T SA, As 51 TE A 73 Q REINFORCED CONCRETE RECORDED IN PLAT CABINET D, SLIDE I8~ SLIDE IS®-A ro FO®TING, SEE STRUCTURAL ~ DRAWINGS TU.LERY J g ~ E NOES R. J~'\\ B J V ~u~vE T ~E 0~ I. DEED BOOK 544, PAGE 15a (SOURCE OF TITL :GE OF TITLE) ~ w: Radius Chord Bearin and Distance Arc Len th us ~ o Curve g g NOT T® SG,4 ~ ' i m GI 50.00' S 35-3 36' S8" E 41.22' 4Q.11" ~ ~ a a EIP FO~JD ~ ;';iJift ~i1 ~~4 i::.:. LFBL GOR , '~„},`f'q''+,}11;4' ; N <i'~ N ~m r LOT ~I E pt~5 1 f ~ P I Z IL1TY Lim I _ UT PNONE~ _ 5 82~ ~ ~ s PO INS EIR per; Q~~' 1 0 OZ ; ~ GP~'6LE " + - fog ~ aZ.3 33 ~ 33• > ~ ~ - X62 ~ ' ~ .~...~..~~W. 4 _ ~ ~ _s~goK ~ _ _ EIR 1 ~ ~ _ ~~y~A Fain ; ~ _ - - ~Aa ~ ~ 14-0" - U ~ - _ - m - a~ ti w 9 g~i. 13 a _25 ~AGK i 7-0 - I~ - W~I?ICWAY _ 35,.pn i i~ P \ ' l ' ~ ~ ~ / ~ ~ 1~ ~ ~ 8 ~ ~ 1 ~1 - ~ \ ~ ~ ~ I I 1. Ns ~ Yf `P I ~ I ~ ~ ~ s ~1 I ~UTURE.PIER I I AID-. AT 02 ~ y ~ ~ ~ ~ I.;. - I Oa ~ . O1 I .00 ~ f ~ ~ 14-0 14'- " WAY ~ ~ W 0 DRIVE ~ c-' ~ ~ ~ ~ ~ \ ~ ~ ~ I I C ~ ; n ~ ~ ~ 1- I i T 11 ? ! ~ I I A~ f r !D 1 I ~ L,j ~ ~ , I ~---------I ~ NINE b ~ ~ J ~ r i ~ ~ ~1 a _ ~ LOT X1024 ~ ~ .OT X1024 29 ~ ~ V° ~ ~ ~ ~ ~ ~ ~ v ~ ~ ! ! ! J l_ti f ~ - _ _ ! STONE VENEER 02 02 ' ' ~ ~ ~ ~ ~ f RETAINING WALL .00 IP Fouh~ / ~ ShpF' ~ W/ FREI~H DRAIN ;AIN i dL GOR / GARq~ ~ ~ Boa i` ° ~ i i i •0r ~~.t i EXI ExISTING WEr ~ G~IdERAL i~1°E5: ~ Q~ ~ WEB THE ,WE~ADRAINAGE ~ ~ * aQ ~ ~ s r' I - THE GENERAL GONTRAGT4R TO VERIF'r ALL UTILITY SERVICES ~ o~ EIP GOLF GgRt GPOL GoR Pq tH ~ ~ ~ ~ NAND DUT WITH THE OW1~R ~ UTILITY COMPANY PRIOR TO ~ ~ . ~ ~ NSTALLATION. a q.~ ~ i ~ ~ ~ 2 - T~~ ~~NERAL CONTRACTOR TO STAKE ALL CORNERS DF THE ~ ° ~1 ~ .per ~ ~ ~ BUILpING AND REV{EW WITH THE OWNER PRIOR TO FINISHING ~ i i THE LAYOUT AND DlGGIN6 TIC FOUNDATIONS. X ~ r ~o~. ` a~ ~ 3 ® THE CONTRACTOR TO BE RESPONSIBLE FOR AL ~ ~ SUB~JRFAGE SOIL GNDITIOI~AND TO PROVID~ ANY ~ ~ ~ Q - ~ i ~j TEST NG THAT MAY REf~UI D TO REPAIR. ~ " N t LEEN~ 7, ~3 ~ PROPERTY LINE $ ~Y / / °~~o J c cr - CENTERLINE I ~ ?+~U~ - GAIT OP WAY - Rl / ~u~°~ ~ o --~~-~---x--x- PELAGE LINE / 4 r--~-cTV- N AB T.V. POWER/TELEPHO E/G LE BUILDING SETBACK LINES LtyT X1028 Nlsa /LAIR NEW IRON PIPE / RDD (SET) a sly / SIR EXISTING IRON PIPE /ROD (FOUND) Revisions NcM I ecM NEW /EXISTING CONCRETE MONUMENT NR~s ~ ERAS NEW 1 EXISTING RAILROAD SPIKE F >a®! 19G DEED BOOK /PAGE ~.M.n. DOUBLE MERIDIAN DISTANCE a ~ o~ COMPUTED PD1NT o ~ - wv -WATER VALVE - SEWER CONNECTION Q_ - WATER METER THIS PLAN WAS DE`IE..OPEp FROM B,,:I00,00~ - PROPOSED SPOT ELEVATIONS AN EXISTING 51TE SI:~VEY BY. E T..W. HARRIS 8 ASSOCIATES, INC. )~rwn. 4Dq S: FIRST ST., AL~MARLE, N.G. v~t~' 4/15/2p Pro~j~ct ~6~°7 fi SITE STAKING 4 UTILI L 17Y PL la; Drawing Nol I"= 20'-0" C'N of; Tatal: