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Home My WebLink About20111128 Ver 1_Shoreline Stabilization_2011122920 1 1 1 1 2 8 Thd follommil. is are abbrt`eated applic-ation form for dhoA applsent, Ior a 4111 It Iftr fete 1111111 Urtrficattimi to nupatd F'EItC. (Ftderal Enerp Regulaturr CunWAIN1 80111 rti,ul Ited 1 11.1 short. cor hoddom undar tht I S %rm, d rlrptot P%limers Pernnd doN1111 I h11-- %pplit thon t.Innrot 111 tv,4d for +/cdiand or %tri am Impacts Plea4a prntldt. firm 151 coplin of thi-. ipplit:atllln and tiu1111nrtin„ tuforin 1twu 1.� ulrll iq It nou refund-ible application fee to the D ,tun of I1 1ttr Qu dity +d $2,411 tbl for unpin~ to 9aht bnttunt of IV-% than 1 UM and 11 ;'111111 fur Irupatt. Lo laki hiatcom 911 art attr or Lqual to 1 at 1`t %ppllt -tulnc r-hnuld he sent to m,s im on or 11.111-r Qualit; 401 d ht rmLh1/l- xpm-%% K010; lki- matinlL Will Mail I%crlltt t tinter Mint, N(. 2"699 16`41 I Applicant Inlormadum 1 0 , i \pl-il t Inr Inh,r^1 I mn N nil. 1]litnl� 1,11111 STEPHEN C ABELMAN 400 BAY LAUREL CT NE I l I h 11 NLlllth; 1 F mull ALItIrt_sti ST PETERSBURG FL 33703 727 - 525 -6680 Hx Nlinihi. abelman @amunl com (� L) &ED RIN&ROW200 DEC 2 9 2011 WETIANDSNAND STORMWA ER BWh 4 t_n I mi.ili1m A 15, n..J and J�1t..tl t )pN tit hL A Lnt Au hot if I 1 to 41.11 1 11111 1 h 111 ILrLt 11 Iht_ '+ t_lit, G , n lttor+ a It I4nly (11`-11.1- to n i- dPrIlt. 1-1 JIMMY C FISHER C I ft. 111 Uldl suli 1 D B A BLUE RIDGE BUILDERS %latlln- ',dd11% I.1 1 htnl \11111htl b 111 Ill \ddi, % H Project lntoi matron PO BOX 667 ROSMAN NC 28772 828 - 553 -9642 Fix Ni.111111t — jc hsh @cdcom net - 't t 1 It I , et -net, n1 -p I u b, %hLIV, Inc 1111 l 'it_. loll Ot it,- Pfopc r'cr %1 Il " tx'. t It 1 11J 111 111 u It u4 1 n ntit_r and I ilJ -X],u pn,%id -L t der .111ct1 S]tt plan Nho%%Inr rri1 -,,rl,, h utiJ in 11`111 1f` II I){Il.lt -, III 111 11111 n I1 %I] M 1111(111"0 11171'il'1 Ills 5 Y4lil IT)-J) Il,,t r tlI 1 1111 lit 1 11 1 Ill 111 1 o 11 It I I t h It 1111Y I -,I -Ijt t Ntml ti . 111 . Xinlllll lit Im, for 11md int t KI Ill Ill t imt % till, ml �t Ill It Ilili l 1 t tl %L I]t. ind 111:1,11 Irrlom, Tht to oturinl4 of 1] bU1ll_ It -, 11 � I 1 till i ti 1 1 t t 11r ft 1111L rlrll t L1,L nitluJ#-J Lox vion f ountt TR ANSYLVANIA yi arect I ant n LAKE TOXAWAY LOT 513, ECHO SPRINGS CT SuKhi,i,tu +n nimL ter %itt ,iddrLs, lnulud,- ph..tiL li►i nunibLrI LAKE TOXAWAY ESTATES J)U%,,EjVtI% (tf till plL�tht IMIttJL ti_NAd 1DUUtl4is Idludtu,uL OL t'ThIN is lh-t U— Lh-'A" it sltl JdLLIUaiL % is. instti neap IN lutlud,.dI FROM BREVARD NC TAKE HWY 64 W APPROX 20 IAI TO RT @ MAIN ENTRANCE FOR LAKE TOXAWAY ON WEST CLUB BLV TO FIRST RI ON ECHO SIJHIIWjb POINT, 10 FIRST-RT-OWECHU SPRI T ; 'LOTlS-V +END ON LEFT- 2 ULaLrllk thti L m,tiiljL land wL tsi tottibLIM sit La1L SILL &I thl- ttI31L VL dti, aPp1tLaWI1 A $'rs silk iT% .17c I ll�ft ° +t 0632 gyp/ 4 i1CJTL +i NON iil %%jiCr (++imdnl mia titititttL o-.c.m I j-kL t LAKE TOXAWAY STABILIZE SHORE LINE & PROVIDE DL-.Lnhc the purlxi.c Iit the propo% cal uorl BOAT SLIP & DOCK AREA 6 Lt�l lh,� hpL Of .Iu1p111LIA to LX u%Ld tl +toll +Ltuo lilt pitmLLt EXCAVATOR & LOADER Antt-11,1111 tint ln)P u t I I nL Tudink ill , x.6 'it Ition hil, k fi 11 rife I `lP rr atning a -ill- L FL I th itrtmiil }#I*A Iak lewl in ,-qualc uvt nt iLle% SU GE-STONE AREA= 435 SO FT PRECAST BLOCK = 216 SCE FT a %1MUtit ill 1'1]}1 ILL iituluduli a11.kinti,; bjA fill Lxmit ition rip "ip Riwin i w, Lit f -thutt thr narm it pool laic inri lyd SO t:-i I Intl in -%tlu in. It. Lt or u rt • SURGE STONE = 300 SO FT h h 111caw de % %Ilb" w0cf1iloll rihnt4 the noim'il lxk#I Iike 1Ll.LI -Ind i(I feet iind%k Ii j fl, N. i nw►tell i numhLr Itl tTLL, tin in%lAn'-L t UNDER BRUSHING ONLY Z--I-.d %l.p ,uit il:L L 5 St "natult DA I N=LAI N aIL.Ilaiuit is - did utth it an iudwrit ttiva ILttu f1V,1U 111L JK1 ,.Ulf i% �Ju` JLJ ABELMAN, LOT 513, ECHO SPRINGS CT. PROPOSED BOAT SLIP, SEAWALL, & DOCK DIMENSIONS: A -- 19' TO WATER MINIMUM B -- 24' WIDE @ WATER C & D ARE FROM EXISTING SHORELINE C -- 56' DEEP + - D -- 28' DEEP BOAT SLIP DETAIL 3' WIDE DECK AROUND BOAT SLIP ..... NOT TO SCALE I RECAST BLOCK URGE STONE BASE SEAWALL / DOCK DETAIL DOCK WITH 8' MAX PROJECTION TO LAKE w. - _SUPPORT SITE PLAN SCALE 1"= 37' SURGE STONE PLACED OVER FILTER FABRIC. 8' MAX PROJECTION DOCK, OVER SURGE STONE ABELMAN, LOT 513, ECHO SPRINGS CT PROPOSED BOAT SLIP SEAWALL & DOCK DIMENSIONS A 19' TO WATER MINIMUM B - 24 WIDE @ WATER C & D ARE FROM EXISTING SHORELINE C 56 DEEP + - D -- 28' DEEP BOAT SLIP DETAIL 3 WIDE DECK AROUND BOAT SLIP ECAST BLOCK RGE STONE BASE SEAWALL / DOCK DETAIL DOCK WITH 8 MAX PROJECTION TO LAKE W) -_.SUPPORT SITE PLAN SCALE 1 = 37 8 MAX PROJECTION --DOCK OVER SURGE STONE SURGE STONE PLACED OVER FILTER FABRIC AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION LOT NO BS PLAN NO PARCEL ID PIN 8522 -10- 2788 -000 smm m mm _ LOT B5, ECHO SPRINGS CT Please print STEPHEN C ABELMAN Ptopertj Owner Propert} O%ner The undersigned, re.gmied property o►rmers of the above noted property, do hereby authorize JIMMY C FISHER . of DBA / BLUE RIDGE BUILDERS (Contractor / Agent) (Name of consulting firm) to art on my behalf and take all aatnnns npa-miary fbr the prowwrut mwancp and ampptancp of this pemnt or cerbfrcation and any and all standard and special conditions attached Property Owner s Address (if different than property above) 400 BAY LAUREL CT NE ST PETERSBURG FL 33703 Telephone 727- 525 -6680 We hereby oertrfy the abiwe information submitted in this apphrabon is true and accurate to the hest of our knowledge Authanzed Signature Authorized Signature Date - I`- r Q I- r� 0 1 t Date