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HomeMy WebLinkAbout20020627 Ver 1_COMPLETE FILE_20020424 ~ ~ _ LAKE ~ ~ WYLIE SITE ~ ^ , o l.,_.~ a m ` Q ~O ~ - 1 ,p ~ / O ~ ! 12 ~ SITE DATA: ~ J • TOTAL SITE AREA: AREA 106.33 Ac. TOTAL SHORELINE; FUTUR COM CIAL NON-RESIDENTIA ~ E MER L ELINE : 10,956 L.F. (1) TOTP,L: 4,518 LF. LOTS 50 21 WATERFRONT LOTS:.,..,,.. WATERVIEW LOTS : _OTS; 4 Q TOTAL LOTS 54 4 ~ MINIMUM LOT SIZE:.,.,,,.. r sIZE 0.72 Ac, FUTURE COMMERCIAL RESIDENTIAL a AXIM OT ~ M UM L SIZE• oP ~T SIZE:...,.,..' 7.37 Ac. (2) TOTAL: 5,420 L.F. ~ W ~ VICINITY MAP NTS G' ~ 2 r ~ ~ d ~ - ~ fJr q ,_,w_._ BOATSLIP CALCULAI FUTURE RESIDENTIAL CALCULATION ~ FUTURE COMMERCIAL RESIDENTIAL ~ 1 (3) TOTAL: 202 L.F. V~ 1 TA 3,523 L.F. TO L SHORELINE: ELINE : 10,956 L.F. . MINUS TOTAL ENVIROMENTAL SH( OMENTAL SHORELINE 802 L.F. MINUS ENVIRONIv1ENTAL 4 TOTAL FUTURE RESIDENTI~ ~E RESIDENTIAL AREA 202 L,F, TOTAL: 802 L.F, EQUALS Ny_-_,__.__ 7 TOTAL ALLOWABLE SHORE VABLE SHORELINE 9,952 L.F. '`ti DIVIDE BY 100 00 I~I~I~I~Iwl~l~l RIP-RAP SHORELINE NUMBER OF BOATSLIPS: BOATSLIPS 99 TOTAL. 1,448 L.F. ENVIRONMENTAL t 802 L,F. 6 1 1 ~ 1 ' 1 ~ 1 19 1 1 1 1 , I I 1 I I { 1 I 1 1 + 1 1 18 ! 1 I 17 ' , 1 1 ~ t I 1s I I 1 15 w`•, \ I w, 1 w 1 ~ 1 `w E D 1 I = 1 ~ °w. L ~ ti I ~ % I ~ I i ? ~o~ i I \ ' 1 I r'' i ~ .r ~ 40 ~ y ~ >!a~ 1 / RIP-RAP SHORELINE 1 r' 'r ~ F T R R - I U U E COMME CIAL NON RE CIAL NON-RESIDENTIAL 193' •--•-.._M ~ _ _ _ _ _ - _ 4,518 LF, 4 - - - 518 LF, f 7 1 ,r ~ r- I r° O t 19Y ! - 1 ,f8! r ~ I 1 e , ~ c 42 Pi~ Pier Zone r^ 9 ~ i .,r Common I ~•C, ~7I r,'r ` I .i 1 ~ .25 1 Commom Open Space y ~ i 1 ~1_. ,.,N,__,~_ _ 1 ~ (6 E .25 Ac. ~ ~ (6 Boat Slips) t'~ f ( ~ 1 i T ~I ,r'r / SEE BLC 1 i , 1 1 CZ / SEE BLOW-UP BELOW ; ~ ! ! 6 ~ l i i ~w . ~ o 4 I 69I ~ 61I l ~ ~1 / 6 ~ ~ / 7, 60 61 Z y ! ~ ~ ~ra` ~ ~ e8I ~ ~ 1 8~ O ~ i f 1 A ~ i ~ 4 ~ TY I ! Op D r ~ ~ ta„,,,~` L A.N I D ~ ~ 1 I ~ co r RIP-RAP ~ ~ _ 46 12 , r,~ i ~ SHORELINE ~ ~ ! I ; 10 = I , 1,255 ~ ~ i ' ! D ~ 4~ I I 1 ! ' 1 1, 4 ~ ~ 49 Ih ~ _ ~ ~ I 51 ~ t ' r 5 ~ i ~ i 7 6 c I 1 9 ~ ~ ~ I ~ ~ i ~ f 5 i' ` 1 `t ~ I ~ J 1 t i ~ ~ 6 9 7 PIER ZONE BLOW-UP n ~ i FUTURE COMMERCIAL RESIDENTIAL 1,897 L.F. i WETLANDS ~ N 21' ~ / 74 Off„ ~ ? W ~ / ~ 11,00. •1 ~ / o W in o ~ a~ 4 ! ~ . ^ ~ 1 FUTURE RESIDENTIAL_ N ~ 202 L.F. DESCRIPTION OP REVISKIN DATE DRAWN CHECKED APPR'V'D i O ' ~ ~ \ ~ ~ of ~ r ~ U) ~ ~ ~ I • EXHIBIT MAP i i ~ N i 1 i S T 14 07 E 1 - 2 ~ ~ 40,50 2 - ~ - 3 - SOUTH POINT TOWNSHIP GASTON COUNTY S 62 45 53 W S 2 14 0 E - - • 1 40.50' 1 NORTH CAROLINA 150 75 0 150 300 450 2 ~ 58.68 l j ~ S 62' 45 53 W j 1 David W. Mitcham PLS 1527 NC S 24' 00 24 E 81.00 / ~ 1.97' / MITCHAM & ASSOCIATES P.A. 8. Bruce Nooe PE 23544 NC s PLS 3213 NC ENGINEERS-SURVEYORS-PLANNERS SURVEYORS-PLANNERS 1 ~ ~ S 17'02 28 W j Jeffroy C. Allen PLS 3810 NC 12.68' ~ ~ S 0756 35 W ~ ~ PLS 20470 SC 5915 High Point Road Box 7267 13532 Old Statesville Road 23.19' Wilbur E. Christmas PE 23552 NC ureenuouru, 1.1%, cr+i i nunwravnio, 11%, LGU,o (336) 292-2770 (704) 875-7982 T. Scott Barrow PE 24145 NC NC (336) 292-6295 FAX (704) 875-7983 FAX PtS 445 SURVEYED DRAWN CHECKED APPROVED JOB NO. NEW HO • PE JCA CT JCA JCA 005653 RO AD ,00 1 00 SCALE DATE BOOK uc. No. 09/27/00 1 " = 150' DWG. NO. FERC2000.dW9 SHEET 1 OF 1 CRESCENT CO SN. C. LLC i 0206027 (704) 382-5009 March 12, 2002 400 South Tryon Street Suite 1300 P.O. Box 1003 Charlotte, NC 28201-1003 March 17, 2002 2nd Request Please respond by April 29, 2002. NCDENR Division of Environmental Management Division of Water Quality Attn: John Dorney 1621 Mail Service Center Raleigh, North Carolina 27699-1615 Re: Woodland Bay Lake Wylie Gaston County Dear Mr. Dorney: Your agency was last contacted in September of 2000, in reference to the placement of 6 boatslips for non-waterfront lots for which we have received FERC approval and the slips are now in place. I am at this time notifying your agency that we have placed an irrigation pump at the above referenced subdivision. This irrigation pump is located in the common open space as shown on the enclosed plan. The pump consists of a 2" pipe connected to a 10 horsepower motor which will pump approximately 75 gallons per minute. Application is being made to Duke Power Company for the necessary Conveyance Application. We ask that you advise us, by return mail of any questions or comments that you may have concerning the irrigation pump. Your comments are a requirement of the Conveyance Application. Thank you for your cooperation and prompt response. Sincerely, Maggie Girdwood Enclosures Cf' j FAX (704) 382-5429 C ._ ?.:t 1 17z- r _l I