Pelican Marsh U. 21, Bay LaurelCOMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES DIVISION
ENGINEERING REVIEN SECTION
MEMORANDUM
TO:
Sue Filson, Administrative Assistant
FROM: John R. Hould~worth, Senior Engineer
DATE:
RE:
August 21, 1998
Bay Laurel; Pelican Marsh Unit 21
Preliminary Work Authorization
Attached please find a Preliminary Work Authorization for Bay Laurel; Pelican Marsh Unit 21.
This document has been reviewed by Engineering Review and the County Attorney's Office. Collier
County Resolution No. 93-147 provides for the administrative approval of preliminary work
authorizations. Please have the Chairman sign the document and forward to the Clerk's office.
Should you have any questions, please advise.
jrh
CC:
Project File
Reading File
I.L4, Y l,Atli~.l';l, ESTATES :VI' I'I'~LIC,,\N MARSII UNIT 21
i'I,H:,I,IMINARY \V()RK ..\I.q'ilOI~,IZATI()N
I',I:I'.MI'~NT made and entered into this ~ day of ._.. 1'99N. by mad t*,ctxvccn thc
Board of ('ountv Commissioners of Collier ('ore,tv. Florida i~crcinaftcr rclgrrcd
and W('I ('ommunitics. I.imitcd Partnership. ]acrcim~flcr t'cl~'rrcd to
\VltERIL.\.'q. thc (.'otmtv as adopted Collier C,,mmv Ordinance No. 97-7~) kno',vn as thc l~clican
Nlarsh (.'ommunitv lqIl) ()rdinanc¢. hm'citml'tcr ret'erred to as thc l{av l.aurcl lEstaics at Pelican
Marsh t.init 21' and
\VItF. RI{..\.<,. owner represents and warrants it is thc record fcc title m. vncr of thc lands described
in I.c~at l)cscription, said l,.:~al description att',~chcd hereto as [.:xhibit ".,\" and incorporated
herein bx' reference: and
\\"lll'~l.~Ii..\.'q. thc South Florida Water Managct:~ci~t District is currently rex'towing a l.cttcr
Modificali~m for surlhcc xvatcr management .',;t:Vv'MI) ,,Xpplicatior~ Nc). 114){)1121-.'q (sec
attacho, t I-i×hihit "I:V': and
\VI II'~RI!..\N. owner represents that thc I'reliminarv \Vork :Xutl'x'u'izatior~ is nccdcd because failure
to commence xxork ~,n this pro. jeer irnmccliatclv x,.ill result in lqnancial hardship to owner and
may adversely at'feet thc feasibility of thc pro. jeer: and
x, Vi II'W,I(..\:';. ~,v.'ncr represents m~d warrants that n~) cc, nstruction shall occur in environmentally
obtained by thc oxvncr: and
\VIII(RI{:\.";. ov,'ncr acknc~xvlcdges that all requirements of C'ollicr C'ountv's (;ro,,,,th
Marmgcmcn! I~lan and .,\dcqu.:lt¢ Public [:acilitic~ ()rdinancc. No. 93-,~2 will bc mcr pric, rtc,
approval of a Iinal subdivision plat. tlr a Iinal .,,itc dcvclopmcl~t plan m' I',uiltling permit, as
appropriate: and
\VIII{RI-.',.\.';. ,'<,cctior~ """ "
.,._.7..,.6 of thc l.and I)c',clopmcn! ('ode cslablishcs a mechanism lbr
proccssinu and issuing a l'rcliminarv Work .,\ulhori/ation.
NOW'I'll I.~I{t:()RI{. in consideration of thc l-,rcmiscs, thc mulual undertakings of thc parties.
and othcr good and valuable consMcration, it is agrucd by thc parties hereto as l'olloxvs'
St:( I It)~ I .,\('KN()WI.I.;I)tiI~MI'.~NT
Thc foregoing recitals arc true and correct and arc incorporated herein by rcfc'rcncc. Further. it is
jointly acknoxvlcdgcd that thc execution of Ibc ..\grecmcnt docs not constitute a l)¢vcloprncnt
Order or any other fimll approval by Collier Ctmntx.
1{:u07-O205 I'chc;in \lar,,h \Vc,;t - Parcel I ld'rcliminar.', Work :x. ulhori,,'ation
(I)
.'qI'X"I'I()N 2--INIPR()VL!Mi'iNTS
Ox,.'ncr shall be permitted lo pcrlbnn silt: preparation and construction aclivities sul~jccl to
the conditions .limitations and restrictions comaincd in Sections 3 through 7 I',clow. as
follows:
The preliminary work detailed in this Section shall be in accordance with plans entitled Ikw
Laurel Estates at Pelican Ntarsh Unit 21 Final Nubdix'ision Construction Plans. consisting of lg
sheets, prepared by RWA Inc.. dated Nlarch. t'JtJ8, hereinafter rolE'fred to as "Thc Preliminary
Work". Thc legal description of thc boundaries o1' thc lh'climinarv Work is shown on ~hc final
plat Ibr Ilar l.aurcl t!statcs itt Pelican Nlarsh t'~it 21 consisting of 2 sheets prepared by K & '['
Survey (iroup. Inc.
Prior to an;' work being undertaker:, ox:ncr shall submit to thc County complete permit
packages and applicable review and i~spcction lbcs Ibr thc necessary permits Ibr tho
I'rcliminarv Work(Preliminary Work Pcm~iB"~. These applications arc as follows: Final
Subdivision Plat and Improvement Plans: l.:&c l(xcavation Permit.
Final %ubdi','ision Plat
South ]:lorida \Vatcr ManagClnOnt l)istrict ::1 I-(1¢)1121-S
SI.X"I'I()N 3 - I'I{I~,MI'I'S RI:QtJlRI.~I)
Issuance of thc l'rcliminarv \Vork permits shall bc conditioned upon thc Ibllowing:
(..'O[llY!.Xl staff lindirlg that thc applications for Preliminary Work permits arc complete and
satislhctorv and arc ready lbr scheduling to tl~c I~oard of County (',,mmissio,~c,'s Ibr Iinal plat
al~proval.
()xvncr submitting to thc County a cop>' of thc early work permit from thc South Florida
Water Management District for all matters inctm, tcd in thc jurisdiction of ti'lc South Florida
\Valor Management l)istrict, which colll'oFills with thc ['r¢liminarv \Vork release plans
submitted to thc Cotmtv.
SECTION 4 - APPR()VAI.S
County ,,:,'ill issue thc Prclimitlarv \Vork l>crmits to t",crrnit thc lh'climinarv \Vork prior to plat
approval once conditicms in Section 3 above have been satisfied. Owner understands and
acknowledges that no buildir~g pein'fit for habitable structures within thc Bay l.aur¢l }!states until
thc Ihlv I,aurcl listatcs at l'clican Marsh lhlil '"1 plat is approvcct and recorded.
St.~CTI(')N 5 -INI)I~iMNIFI('.,\T1ON
Owner agrees to indcmnifv and hold Courtly harmless against any and all liabilit;', loss. damage
or cxpcnsc I'rolll claims or causes of action inclt:ding attorney's fccs and cotlrl CO.;IS. resulting
from. arising out et: nnd in connection with oxvncr's negligence and/or willful misconduct ill the
constructiorl of thc Prclirnirmrv Work ur:der the l'rcliminarv Work l'cm:its or any challenge by
an.,,' po'son or pnrty objecting to thc legality or validity of this agreement.
I-~:\97-(1205 Pelican Marsh '~\'Csl - Parcel II I'rclinfinar.,, Work Authori/ali:,,i tloc
(2)
This .,\grccmcnt shall Dc bind~rag upon thc parties and is not transferable.
SI:(.II )N 7 I.IMIT/\TI()NS
This .,\grccmcnt shall expire thirty (30) days fi'om thc date of thc issuance of thc l'rdiminarv
Work Permits il' thc pr~jcct's Iinal plat is m)t submitted to the Board of Cotmtv (,ommissioncrs
lbr approval pursuant to Division 3.2. Of the l.and Development Code. unless thc ()wrier is
delavcd in having his final plat reviewed bv thc l3oard duc to thc limltofthcCountv. All work
approved by this Agreement must cease and not restart il'thc plat is not submittod a[~d approved
by thc lloard of Cotmtv Commissioners within this attthorixation period. No work is authorized
under this Agreement prior to satisl3'ing thc conditions (rclZ'rcncc applicable conditions by
l.cttcr} in Section 3 of this Agreement. Any altcmpt to commence work prior to issuance of
requisite permits shall render all provisions of this Agreement null ami void.
By cmcring into this Agrccmcnt the County docs not guarantcc ami owner catmot rely upon thc
l~ct that thc project's final plat will be approved upon submission to thc l~oard })I' C'otmtv
Commissioners. Thc oxvncr is required to comply with all oF thc provisicms itlld pl'ocCdtll'CS (~t'
thc [.and Dcx'clopmcnt ('ode bclbrc thc 151aal plat c/tn bo submitted to thc lloard fbr
considcralitm.
1!.,')7-(1205 I'clican Marsh West - I'arccl I I I'rcliminar.x Work ,,Xuthori;;iLio. doc
(3)
IN \\ll'l'Xl!,%~ V','I II:RI'X)F. thc p;.u'tics I'mvc executed this ,,\grccmcr~t thc dav lit.st ;.ibovc xvrittcn.
WC'I Communities
[.imitcd F'artm.'rship
Printed Name
ST,,VII! ()1.' I"I.()Rll),,\
C'()[ iN'I"Y ()F ~'~.',',~_~ ,.
Thc foregoing instrument was acknowledged heft, re mc ll~is '-(. dax o1'
~ ,'~, , 1998 by (')'./',x' '/ ~ ,. ~;',.. ;
....... l ........ : ...... '' - ~---:-~-~:- ~ ......:._~_..L~I~_~__.
' . ,:'. ? .' , ~ ' · I ~ ' , q~
--.=- ;' ..... ~--- - = ..... = ---_2 .... :..'. . - - ..... Z ........ ~ .......
I'ublic :<,cai
J ,),,' 6%0 OFFICIAL NOTARY
I---' ':~ .,r...,'"f, ',,,,L~.'~ ^
J* ).,.~.~. ';~ :,,, CO~ISStC',~.'
f,
."';im];.tturc of Sc, mrv
'','}L , i .. ) '? - ' '
' , . . (, ,'., ,,,'.
(Ih'intcd Namc c,l' Notary)
N()TARY
.'qcrial/C'ommissi~m i: ? r'_. ~-I~ ?':'.' ~
My Colm'nissior~ t':xpircs:/d .',
,,\'["I'I{F I':
l)wi,.:lu I' Ilrock. Clerk
Su fficicn.¢y: / ,'
,_~"ii_...,:.( ., ( j t I. ' -
[tcidi F...\shhm. z'\ssJslanl (.'OLIntV ,,\llorncv
J½oard oJ'('otlnlv ('onlnlissioncrs
{~I' ('ollicr ('out, tv. l"lorida
I' u%~L2 ~ I'chcan Mar:.,h \t,'¢sl - I'arccl I I.l~rcliminar.x Work ..\ulhori/ali,n d,',c
(4}
F~ndincer'~ ,, .Sur'veyor"J · ~clcntI~C.~
DESCRIPTION OF A PARCL~.
LYING IN SECTION 35, T-48-S, R-25-F,
COLLIER COUNTY, FLORIDA
(UAY [J~UREL ESTATES AT PF[ICAN MARSH UNIT TWENTY.ONE)
A TRACT OR PARCEL OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF
COLLIER, LYING IN SECTION 35, TOWNSHIP 48 SOUTH, RANGE 25 F__.AST, BEING A PART
OF TRACT 2. PELICAN MARSH GOLF COURSE PHASE ONE AS RECORDFD IN PLAT BOOK
23, PAGES 40 THROUGH 4/' OF THE PUBLIC RECORDS OF COLLIER COt.!NTY, FLORIDA,
BEING FURTHER BOUNOEO AND DESCRIBED AS FOLLOWS'
BEGINNING AT TIlE SOUTFrWEST CORNER OF TRACT 'GC14', PELICAN MARSH UNIT
SLVENTEEN AS RECOROED IN PI AT BOOK 28. PAGES 95 THROUGH 97, SAID COl LIES
COUNTY PUBLIC RECORDS, I}IENCE N 78'33'50'E., ALONG THE SOUTHERLY LINE Or
SAID IHACT 'GC14', FOR 90.23 FEET TO AN INTERSECTION WITH Tile FAST LINE OF
SAID TF~ACT 2; THENCE S00'21'0~'E. ALONG SAID EAST lINE, FOR 44171 FEET,
THENCE S 89'15'03'W., FOR 130.23 FEET TO TIlE POINT OF CURVATURE OF A CURVE TO
TIlE FLIGHT, HAVING: A RADIUS OF 100 00 FEET, A CENTRAl. ANGLE OF 4~,'57'42', A
CHORD BEARING OF N.66'lS'0~'V~/ AND A CHORD LENGTH OF 82.88 FEE-T, THENCE
ALONG TIlE ARC OF SAID C'URVF, AN ARC LFNGTH OF 85 45 FEET TO THE POINT OF
REVERSE CURVATURE OF A CURVF TO T){E LEFT, HAVING' A RADIUS OF ¢)8 r~3 FEET, A
CENTRAl. ANGLE OF 27'00'06', A CHORD BEARING OF N.55'17'lS"W, AND A Ci'{ORD
LENGTH OF 45 78 FEET; THENCE ALONG THE ARC OF SAID CURVE, AN ARC Lt~NGTH OF
4618 FEET TO THE POIN]' OF RE'VERSE CURVATURE OF A CURVE TO TIlE RIGHT.
HAVING: A RADIUS OF 100 00 FEET, A CLNTRAL ANGLE OF 53'27'01', A CHORD BEARING
OF N 42"03'51'W. AND A CHORD LENGTH OF 8g.g4 rEET; THENCE ALONG TI~E ARC OF
SAID CURVE. AN ARC LENGT}tOF 9329 FEET TO THE POINT O~: REVERSE CURVATURE
OF A CURVE TO THE LEFT, HAVING. A RAO~US OF 230.00 FEET, A CENTRAL ANGLE OF
28'17'17', A CHORD BEAHING OF N29'28'59'W AND ACHORD lENGTH OF 112.41 FEET;
THENCE ALONG THE ARC OF SAID CURVE, AN ARC LENGTH OF 113.56 FEET TO THE
POINT OF TANGENCY OF SAID CURVE: THENCE N.43'37'38'W., FOR 59 91 FEiiT TO THE
POINT OF CURVATURE OF A CURVE TO THE LEFT, IIAVING' A RADIUS OF 14200 FEET. A
CENTI'U~L ANGLE OF 10'50'55', A CltORD BEARING OF N4§'03'05'W. AND A Ct~ORD
LENGTH OF 26 85 FEET; THENCE ALONG THE ARC OF SAID CURVE. AN ARC LENGTH OF
28.89 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO THE RIGHT,
HAVING: A RADIUS OF 10000 FEET. A CENTRAL ANGLE Of; ~0'33~20', A CHORD BEARING
OF N 49'11'53'W. AJ~D A CHORD LENGTH OF 18.40 FEET; THENCE ALONG THE ARC OF
SAID CURVE, AN ARC LENGTH OF 18.42 FEET TO THE END OF SAID CURVE; THENCE
S41'3g'24'W FOR 71.99 FEET; THENCE N.76'2?'31'VV. FOR 84.19 FEET, THENCE
S.80'12'39'Vv'. FOR 103.54 FEET; THENCE N0<J'47'21'W., FOR 15.00 FEET; THENCE
S.80'12'3g'W. FOR 116.74 FEET; THENCE S47'41'25'W., FOR 24305 FEET: THENCE
S.40'51'35"W. FOR 11295 FEET; 'F~ENCE SSg'03~0'W., FOR ~)848 FEET; THENCE
N.51°45'48'~V FOR 137.60 FEET; THENCE N.20'32'03'VV, FOR 907.68 FEET; TtlENCE
N.73'20'42'W FOR 109.35 FEET; THENCE N.17'48'2g'w., FOR ~1563 FEET, Tt4ENCE
N.?3'20'42'W FOR 73.39 FEET; THENCE N.18'58'38"v~,'., FOil 587.11 FEET: THENCE
N.82'25'00'E. FOR 5.11 FEET TO AN INTERSECTION WITH TIlE SOUTHERLY LINE OF
TRACT 'OCS' SAID RECORD PLAT OF PELICAN MARSH GOLF COURSE PHASE ONE:
IftENCE CONTINUE N82'25'00'E., ALONG SAID SOUTIIERLY LINE, FOR 9882 FEET;
THENCE S 44'21'58'E.. ALONG SAID SOLFTIiERLY LINE, FOR 72.88 FEET TO TttF POINT OF
CURVATURE OF A CURVE TO THE LEFT. HAVING: A P,A, DIUS OF g6.5-4 FEET, A CENTRAL
ANGLE OF 42'24'02', A CHORD BEARING OF S.65'33'59'E AND A CHORD LENGTfl OF
69.82 FEET: THENCE ALONG THE ARC OF SAID CURVE, AND SAID SOUTHERLY LINE, AN
ARC LENGTH OF 71.44 FEET TO THE POINT OF REVERSE CURVATURE OF A CURVE TO
THE RIGHT, HAVING: A RADIUS OF 1544 42 FEET, A CENTRAL ANGLE OF 12'18'00', A
CtIORD BEARING OF S.80'38'00'E. AND A CHORO LENGTH OF 330.02 FEET; THENCE
ALONG THE ARC OF SAIO CURVE. AND SAID SOUTHERLY LINE. AN ARC LENGTH OF
330.65 FEET TO THE POINT OF REVERSE CURVATtfRE OF A CURVE TO THE LEFT,
HAVING: A RADIUS OF 395.00 FEET, A CENTRAL ANGLE OF 25'04'00', A CftORO BEARING
OF S.87'02'00'E. AND A CHORD LENGTH OF 171 44 FEET; THENCE ALONG THE ARC OF
SAID CURVE, AND SAID SOUTHERLY LINE. AN ARC LENGTH OF 172.81 FEET TO THF
POINT OF TANGENCY OF SAID CURVE; 'tqlENCE N.B0'26'00"E, ALONG SAID SOUTtlERLY
LINE, FOR 86.17 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE LEFT.
HAVING: A RADIUS OF 70.00 FEET. A CENTRAL ANGLE OF 57'29'42', A CfIORD BEARING
SHEET 1 OF 2
"i/ .............
OF N.51'41'0~}'E. AND A CHORD LENGTtt (')F 8733 FEET; THENCE ALONG THE ARC OF
SAID CURVE. AND SAiD SOUTHERLY LINE. AN ARC LENGTII OF 7024 FEET ro A POINT
ON A CURVE TO THE RIGHT. TO WHICH A ~ADIAL LiNE BEARS N Ot"12'03'E., tIAVING A
RADIUS OF 300.00 FEET, A CENTRAl_ ANGLE OF 27'02'57", A CHORD BEARING OF
S.69'16'28"E. AND A CHORD LENGTH OF ~40.32 FEET; THENCE ALONG THE ARC OF SAID
CURVE, AND SAID SOIJTHERLY LINE. AN A}~C LENGTH OF 141.63 FFFT ¥O THE POINT OF
TANGENCY OF SAID CURVE; THENCE S 55'45'00'E., ALOND SAID SOUTHERLY LINE. FOR
571,58 FEET TO THE POINT OF CUr~VA~URE OF A CURVE TO THE LEFT. HAVING A
RADIUS OF 5000 FEEl', A CENTRAL ANGLE OF 55'47'00', A CHORD BEARING OF
S83'36'00'E ANDACHORD LENGTH OF 45.72 FEET, THENCE ALONG ]HE ARC OF SAID
CURVE. AND SAID SOUTHERI.Y LINE, AN ARC [ENGTHOF 48 61 FEEl' TO THE POINT OF
TANGENCY OF SAID CURVE; THENCE Nt~8'33'00'E,, ALONG SAIO SOUTHERLY LINE, I:OR
125 11 FEET TO AN INTERSECTION WITH THE NORTHERLY LINE OF TRACT 'LSD',
PELICAN MARSH UNIT EIGHT AS RECORDED IN PLAT BOOK 25. PAGES 30 THROUGH 34,
SAID COt. LIER COUNTY PUBI IC RECORDS; BEING A POINT ON A CURVE TO TIlE RIGIIT,
TO WHICII A [:LADtAL LINE BEARS S ~1'2~'21'E, HAVING: A RAT)IDS OF 500.00 FEET. A
CENTRAL ANGLE OF 27'00'23', A CHORD BEARING OF S.62'03'51'W AND A CHORD
LENGTH OF 233.50 FEET; THENCE ALONG THE ARC OF SAID CURVE, AND SAID
NORTHERLY LINE, AN ARC LENOTtt OF 235.61 FEET TO THE POINT OF RE'VERSE
CURVATURE OF A CURVE TO THE LEFT, HAVING: A RADIUS OF 11000 FEET, A CENTRAL
ANGLE OF 143'38'21'. A CHORD BEARINO OF S.03'44'51"W. AND A CHORD LENOTH OF
209 02 FEd. T: THENCE ALONG THE ARC OF SAID CURVE. AND THE WESTERLY LINE OF
SAiD TRACT 'LSB'. AN ARC LENGTH OF 27'5.71 FEET TO THE POINT OF COMPOUND
CURVATURE OF A CURVE TO TttE LEFT, HAVING: A RADIUS OF 220 69 FEET. A CENTRAL
ANGLE OF 81'01'15', A CHORD BEARING OF N 71'25'03'E AND A CHORD t_ENGTtt OF
2B§ 11 FEET, THENCE ALONG THE ARC OF SAID CURVE, AND THE SOUI'HERLY LINE OF
SAID TRACT 'LSD', AN ARC LENGTH OF 312.07 FEET TO THE POINT OF REVERSE
CURVATURE OF A CURVE TO 'i"~E RIGHT, HAVING: A P.~DIUS OF 30000 FE6T. A
CENTRAL ANGLE OF 35'03'54', A CHORD BEARING OF N,4B'26~23'E AND A CHORD
LENGTH OF 160.75 FEET; THENCE ALONG THE ARC OF SAID CURVE, AND SAID
SOUTttERLY LINE, AN ARC t. ENGTtt OF ~3.~0 FEET TO TIlE POINT Gl~ TANGENCY OF
SAID CURVE; THENCE N.65'§B'20'E, ALONG SAID SOUTHERLY t INE, FOR 127 28 FEET TO
THE WESTERLY L~NE OF TRACT 'CC13', SAID RECORD PLAT OF PELICAN MARSIt UNIT
SE'~/ENTEEN; THENCE SO2'25'00'E., /',,LONG SAID WESTERLY LINE, FOR 138.7~ FEET TO
AN INTERSECTION WITH THE NORTHERLY LINE OF TRACT 'N', SAID RECORD PLAT OF
PELICAN MARSH UNIT SEVENTEEN; THENCE S.~2'$7'48'W., ALONG SAID NORTHERLY
LINE, FOR 205.15 FEET TO THE NORTHWEST CORNER OF SAID TRACT "N'; THENCE
S.45'3.4',49'E, ALONG THE WESTERLY LINE OF SAID TRACT 'N', FOR 80.87 FEET; THENCE
S~4'40'?0'E., ALONG SAID WESTERLY LINE, FOR 35.39 FEET: THENCE S 01'37'44'E,
AI.ONG SAID WESTERLY, FOR 63.9~ FEET; THENCE S.21°41'15'E., ALONG SAIl')
WESTERLY, FOR ~'8 22 FEET; THENCE S 03'73',~5"W., ALONG SAID WESTERLY LINE. FOR
120.02 FEEl 10 THE SOUTH~VEST CORNER OF SAID TRACT 'N'; THENCE CONTINUE
S.03'23'45'E.. ALONG THE WESTERLY LINE OF SAID TRACT 'GC14', FOR 3.3'1 FEET:
TttENCE S.23'22'28'E.. ALONG SAID WESTERLY I_INE, FOR 23.90 FEET, TttENCE
S.06'1§'50'E., ALONG SAID WESTERLY LINE, FOR 21.11 FEET; THENCE S.50'l§'47'E.,
ALONG SAID WESTERLY LINE, FOR 2§78 FEET; THENCE S.30'07'32'E., ALONG SAID
WESTERLY LINE, FOR 27 00 FEET; THENCE S.06'50'4§"W. ALONG SAID WESTERLY TINE,
FOR 29.21 FEET: THENCE S 14'79'25"W., ALONG SAID WESTERLY LINE. FOR 60.75 FEET
fO THE POINT OF BEGINNING.
PARCEL CONTAINS 1,772,926 SQUARE FEET OR 40.10 ACRES. MORE OR LESS,
SHEET 2 OF 2
~ I~,11 I..r~l;l\l 1,1{'; Development&
I ~ lit ~l' -J.- -I- Environmental Consultants
July 2, 199g
Nit. Richard Tlmrnps~,'~
South Florida Water Nlanagcmcnt 1)istr~ct
23t)I N'lc(h'cgor IIIvd.
Ft. Myers, 1:I, 339()1
.$'tthjecl: Ba.p l, aurel l:'.¥tatex at I'clictm 3lar.¥h "~/uit 21"
Letter Mod~Mttion tf l'crmit ~l l-O1121-S BaHn I),,14B
[)car Mr. 'l'hompstm:
In accordance with ,V)15-1.331 thc fidlowing slatclllcnts al~ply to thc ab{we mentioned pcrn~il.
I. '{'hc proposed design docs not sul,stantially m{)dit}' tim permit mdlmriz, alion, or any permit
ctmditi(ms.
2. 'l'l~c proposed tlcsign docs m~t increase linc authorized ol'['-sitc disclmrgc.
3. 'l'hc proposed design docs not in,pact thc cnvir{mmcntal I~'murcx t~I' thc pro cot including
wetlands and oti~cr surlhcc waters.
4. 'l'l]c proposo, l design dt~cs ix~l decrease tile required rctcl~titm/dctcntion.
5. 'l'hc prOl'X~scd design doc.,; m~t dccrca'~c thc required I'lt~{~ct ccmtrol elevations roads
buildings.
6. 'l'hc proposed design docs not decrease p~dlutim] rcm~wal cl'licicncy.
Wc ask thai you appr{)vc this letter modificalion based {)n tim above statements whicl~ wc dccm
t~bccm'rccttothcbcstol'ourkm~wlcdgc. I",ncloscdplcasc find two sets of final plans lbr v{mr
usc. If you Il:we anyqucslions please rio n(~tl]csilatc 1o call tnvsclf~r Richard.l..hmdrcy, J(.l.
at {941 ) 649-I 5{}9.
Sincerely,
Il'ICl
('hri.stopl'mr {). Wrigl~t, ILI'2.
l'rincipal
('c: (thrisNicholson, WCI, w/ocnclosurcs
3050 North Horseshoe Drive, Stfite 270, NaD!os. Flnrid,a q,',lrl4 · !q4.1'~ c~..',q '~r~n,'q t:,,.. ;q,,.,~ c,,q ..........