CCPC Agenda 03/22/2007 GMP (CP-05-11)
APPLICATION FOR A REQUEST TO AMEND
THE COLLIER COUNTY GROWTH MANAGEMENT PLAN
PETITION NUMBER
DATE RECEIVED
PRE-APPLICATION CONFERENCE DATE
DATE SUFFICIENT
PLANNER ASSIGNED:
COMMISSION DISTRICT:
[ABOVE TO BE COMPLETED BY STAFF]
This application. with all required supplemental data and information, must be completed and
accompanied by the appropriate fee. and returned to the Comprehensive Planning Section.
2800 North Horseshoe Drive. Naples. Florida 34104. Phone: (941)403-2300; Fax: (941)643-
6869.
The application must be reviewed by staff for sufficiency within 30 calendar days following the
filing deadline before it will be processed and advertised for public hearing. The applicant will
be notified. in writing. of the sufficiency determination. If insufficient, the applicant will have 30
days to remedy the deficiencies. For additional information on the processing of the application.
see Resolution 97-431 (attached). If you have any questions. please contact the
Comprehensive Planning Section at 941-403-2300.
SUBMISSION REQUIREMENTS
I. GENERAL INFORMATION
A.
Name of Applicant(s)
Joseph E Townsend
Company
Mailing Address
4815 10th Ave SW
City
Naples
State
FL
Zip Code
34116
Phone Number
(239) 659-4235
Fax Number (239) 659-3359
B. Name of Agent* Timothy W Ferguson, Esquire
* THIS WILL BE THE PERSON CONTACTED FOR ALL BUSINESS RELATED
TO THE PETITION.
Company/Firm Ferguson Law Group
Mailing Address
4265 Bonita Beach Road
City
Bonita Springs
State
FL
Zip Code 34134
02/2002
Phone Number
(239) 943-3600
Fax Number
(239) 947-3610
Email Addressferglaw(ii)earthlink.net
C. Name of Owner(s) of Record Joseph E Townsend, James W Craft, Paul A Cosentino, Julio C & GeorginaM LopeL
Mailing Address
See addresses listed below
City
State
Zip Code
Phone Number
Fax Number
D. Name, Address and Qualifications of additional planners. architects. engineers.
environmental consultants and other professionals providing information
contained in this application. Ronald F Nino. AICP
12730 New Brittany Blvd. Suite 600. Fort Myers. FL 33907
Phone: 239-437-4601 Fax: 239-437-4636 Emaii: rnino@vanday.com
DISCLOSURE OF INTEREST INFORMATION:
A. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety.
tenancy in common, or joint tenancy. list all parties with an ownership Interest as
well as the percentage of such interest. (Use additional sheets if necessary).
Paul ACasenlino, 9893 Coronado LaKe Dr, Boynton Beach, Fl33437
Julio C & Georgina M Lopez, 8300 SW 64th SI, Miami, FL 33143
Percentage of Ownership
21.2
38.8
16.5
23.5
Name and Address
Joseph E Townsend, 11150 Livingston Rd, Naples, FL 34105
James W & Jack W Craft, 768 Commercial Blvd, Naples, FL 34104
B. If the property is owned by a CORPORATION, list the officers and stockholders
and the percentage of stock owned by each, and provide one copy of the Articles
of Incorporation. or other documentation. to verify the signer of this petition has
the authority to do so.
Name and Address, and Office
Percentage of Stock
C. If the property is in the name of a TRUSTEE. list the beneficiaries of the trust with
the percentage of interest.
Name and Address
Percentage of Interest
2
02/2002
D. if the property is in the name of a GENERAL or LIMITED PARTNERSHIP. list
the name of the general and/or limited partners.
Name and Address
Percentage of Ownership
E. If there is a CONTRACT FOR PURCHASE. with an individual or individuals. a
Corporation. Trustee. or a Partnership. list the names of the contact purchasers
below. including the officers. stockholders. beneficiaries. or partners. and provide
one copy of the executed contract.
Name and Address
Percentage of Ownership
F. If any contingency clause or contract terms involve additional parties. list all
individuals or officers. if a corporation, partnership or trust.
Name and Address
G. Date subject property acquired (xl leased ( ):_ Terms of lease_yrs/mos.
January 2000
If Petitioner has option to buy. indicate date of option:_ and date
option terminates: , or anticipated closing date
H. NOTE: Should any changes of ownership or changes in contracts for purchase
occur subsequent to the date of application, but prior to the date of the final
public hearing. it is the responsibility of the applicant. or agent on his behalf. to
submit a supplemental disclosure of interest form.
3
02/2002
III. DESCRIPTOIN OF PROPERTY
A.
Legal Description
E 1/2 of W 1/2 of E 1/2 lying North & East of US 41
B.
Section:
18
Township:
518
Range:
27E
C. Tax I.D. Number (Folio #) 00763882400,00763560007.00763882303,00763882206
D. General Location North side ofE Tamiami Trail, W ofBasik Dr
E.
Planning Community
Royal Faka Palm
F. T AZ 165.1
G.
Size in Acres
42.5
H. Zoning Rural Agriculture !lAG"
I.
Present Future Land Use Map Designation (s)
Agriculture/Rural, Rural fringe,
mixed use District, Receiving Land
IV. TYPE OF REQUEST
A. Growth Management Plan Element(s) OR Sub-Element(s) to be amended:
x
Future Land Use
Immokalee Area Master Plan
Transportation
Coastal & Conservation
Intergovernmental Coord.
Sanitary Sewer
Drainage
Golden Gate Area Master Plan
Capital Improvement
Housing
Recreation & Open Space
Potable Water
Solid Waste
Natural Groundwater Aquifer
B. Amend Pagers) N/A of the N/A Eiement
As Follows: ( Use Cross throughs to identify language to be deleted; Use
Underline to identify language to be added). Attach additional pages if
necessary:
C. Amend Future Land Use Map(s) designation,
FROM: A2riculturaURuraI, Rural.Fringe Mixed Use Receivine. Lands
District. Subdistrict
Rural Industrial District
TO:
District. Subdistrict
[If new District and/or Sub-district proposed. include Future Land Use Map with
legend depicting it]. SEE Exhibit IV-C
D. Amend other Map(s) and Exhibits as follows: (Name & Page #)
N/A
4 02/2002
E.
Describe additional changes requested:
N/A
V. REQUIRED INFORMATION
Note: All Aerials must be at a scale of no smaller than 1" = 400'.
reduced to 8 'h x 11 shall be provided of all aerials and/or maps.
A. LAND USE
1. V.A.I
At least one copy
B.
Provide general location map showing surrounding developments
(PUD. DRI'S. existing zoning) with subject property outlined.
V.A.2 Provide most recent aerial of site showing subject boundaries.
source, and date.
V.A.3 Provide a map and summary table of existing iand use and zoning
within a radius of 500 feet from boundaries of subject property.
FUTURE LAND USE DESIGNATION
1. V.B.l Provide map of existing Future Land Use Designation(s) of subject
property and adjacent lands. with acreage totals for each land use
designation on the subject property.
2.
3.
C. ENVIRONMENTAL
1. V.C.l Provide most recent aerial and summary table of acreage of native
habitats and soils occurring on site. HABITAT iDENTIFICATION
MUST BE CONSISTENT WITH THE FOOT-FLORIDA LAND USE.
COVER AND FORMS CLASSIFICATION SYSTEMM (FLUCCS
CODE). NOTE: THIS MAY BE INDICATED ON SAME AERIAL AS
THE LAND USE AEIRAL IN "A" ABOVE.
2. V.C.2 Provide a summary table of Federal (US Fish & Wildlife Service)
and State (Florida Fish and Wildlife Conservation Commission)
listed plant and animal species known to occur on the site and/or
known to inhabit biological communities similar to the site (e.g.
panther or black bear range. avian rookery. bird migratory route,
etc.).
3. V.C.3 Identify historic and lor archaeological sites on the subject
property. Provide copy of County's Historical/Archaeological
Probability Map and correspondence from Florida Department of
State.
D. GROWTH MANAGMENT
Reference 9J-11.006, F.A.C. and Collier County's Capital Improvement
Element Policy 1.1.2 (Copies attached). INSERT "Y" FOR YES OR "N" FOR
NO IN RESPONSE TO THE FOLLOWING:
1.
N
Is the proposed amendment located in an Area of Critical State
Concern? (Reference 9J-11.006(1 )(a)7.a. FAC.) If so. identify
area located in ACSC.
2.
N
Is the proposed amendment directly related to a proposed
Development of Regional impact pursuant to Chapter 380. F.S.?
3.
N
Is the proposed amendment directly related tot a proposed Small
5
02/2002
4.
N
5.
y
Scale Development Activity pursuant to Subsection
163.3187(1 )(c). F.S.? (Reference 9J-11.006(1 )(a)7.b. FAC.)
Does the proposed amendment create a significant impact in
population which is defined as a potential increase in County
-wide population by more than 5% of population projections?
(Reference Capital Improvement Element Policy 1.1.2). If yes.
indicate mitigation measures being proposed in conjunction with
the proposed amendment.
Does the proposed land use cause an increase in density and/or
intensity to the uses permitted in a specific land use designation
and district/subdistrict identified (commerciai. industrial. etc.). or
is the proposed land use a new iand use designation or
district/subdistrict? (Reference Rule 9J-5.006(5) FAC.). If
so, provide data and analysis to support the suitability of land for
the proposed use. and compatibility of use with surrounding
land uses. and as it concerns protection of environmentally
sensitive land. ground water and natural resources. (Reference
Rule 9J-1.007. FAC.).
E. PUBLIC FACILITIES
1. V.E. Provide the existing adopted Level of Service Standard (LOS.
and document the impact the proposed change will have on that
Standard. for each of the following public facilities:
a) V.E.IA Potable Water
b) V.E.lB Sanitary Sewer
c) V.E.IC Arterial & Collector Roads: Name of specific road and LOS
d) V.E. Drainage
e) V.E. Solid Waste
f) V.E. Parks: Community and Regional
If the proposed amendment involves an incfease in residential density.
Of an increase in intensity for commercial and/or industrial development
that would cause the LOS for public facilities to fall below the adopted
LOS. indicate mitigation measures being proposed in conjunction with
the proposed amendment. (Reference Capital Improvement Element
Policy 1.1.2 and 1.1.5).
2. V.E.2 Provide a map showing the location of existing services and public
facilities that will serve the subject property (i.e. water. sewer. fire
protection, police protection. schools and emergency medical
services).
4. V.E. Document proposed services and public facilities. identify provider.
and describe the effect the proposed change will have on schools,
fire protection and emergency medicai services.
6
02/2002
F. OTHER
Identify the following areas relating to the subject property:
1. V.F.! Flood zone based on Flood Insurance Rate Map data (FIRM).
2. N/A Location of wellfields and cones of influence. if applicable. (Identified on
Collier County Zoning Maps).
3. N/A Traffic Congestion Boundary. if applicable
4. N/A Coastal Management Boundary. if applicable
5. N/A High Noise Contours (65 LDN or higher) surrounding the Naples Airport. if
applicable (Identified on Collier County Zoning Maps).
G. SUPPLEMENTAL INFORMATION
1. X $16.700.00 non-refundable filing fee. made payable to the Board of
County Commissioners. due at time of submittal.
2. $9.000.00 non-refundable filing fee for a Small Scale Amendment, made
payable to the Board of County Commissioners. due at time of submittal.
3. Plus Legal Advertisement Costs (Your portion determined by number of
petitions and divided accordingly)
4. X Proof of ownership (Copy of deed).
5. X Notarized Letter of Authorization if Agent is not the Owner (see attached
form).
6. 1 Original and 5 complete, signed applications with all attachments,
including maps, at time of submittal. After sufficiency is completed. 15
copies of the complete application will be required. Additional copies may
be required.
* Maps. aerials. sketches shall include: North arrow; name and location of principal roadways;
shall be at scale of 1" = 400' or at a scale as determined during the pre-application meeting;
identification of the subject site; legend or key. if applicable. All oversized documents and
attachments must be folded so as to fit into a legal-size folder. For all oversized exhibits, at
least one copy must be submitted at 8-1/2 x 11 inches. All exhibits and attachments to the
petition must include a title and exhibit # or letter. and must be referenced in the petition.
7
02/2002
Naples
St Petersburg
Ferguson Law Group, LLC
4265 Bonita Beach Road
Bonita Springs, Florida 34134
Ft Myers
Tampa
Office (239) 947-3600
Fen!law (a) Earthlink.Net
April 18, 2005
Fax (239) 947-3610
Mr. David Weeks AICP
Chief Planner, Comprehensive Planning
Community Development Division
2800 North Horseshoe Drive
Naples, Florida 34104
Re: Comprehensive Plan Amendment
Dear David,
Please find the enclosed application to amend the relevant parts of the Collier County
Comprehensive Plan. This application is submitted for the purpose of amending the Future
Land Use Element, Rural Fringe Sub District and the related Plan Map from its current
agricultural zoning to rural industrial zoning.
We believe that the application demonstrates a need for industrial zoning where the
subject property is located. Substantial growth is already planned for the property surrounding
this parcel in the near future, which must be serviced. Most of all the land currently used and/or
projected for use for industrial purposes is located many miles away. If the new residents of the
immediate area (a "receiving zone") are required to drive to obtain services and/or services
providers are required to drive out to this area, the added traffic would place undue burdens on
roadways that are currently over taxed. Furthermore, most of the workers that seek
employment in industrial related jobs live in the eastern part of Collier County currently. The
juxtaposition of needed services and available labor with this parcels locatiou makes it unique
from a nodal planning model and trip capture prospective.
As you area aware, this parcel is very close)n proximity to current industrial and
commercial uses. Furthermore, considering the proximity of large farming operations
surrounding the subject parcel, it is arguable that business catering to those operations could
benefit by being located close to the farms that they service (i.e. a tractor or truck repair
operation). If our projections are correct, there is a supportllble need for an addition of 485
acres to the existing or planned inventory of industrial property in this irea; we are asking for
less than ten percent of that projection. Moreover, we are unaware of a better location than the
one proposed for industrial, if we are correct about our thesis that there is a need for industrial
in that area.
We thank you for the guidance that you have provided at the pre-application conference
and look forward to your review of our application. We would appreciate the opportunity to
resolve any problem that staff may have with this application and thank staff in advance for
their time and consideration of this application. If you have any questions concerning this or
any other matter, pleas feel free to contact me at your convenience.
Sincerely,
Official Receipt - Collier County Board of County Commissioners
CDPR 1103 - Officiai Receipt
[-Trans Number-- ~ Date - --~st Date
LJ;61580 =~ _4/22/200~J~~1 :23 PM._ 4/22/2005
TIMOTHYW. FERGUSON PA
New or Exist: N
Payor: TIMOTHY W FERGUSON PA
Fee Information
Payment Slip Nbr
MS 147813
Fee Code Desfili>tion --- -- --- ... ~L Acco~
I 19GMPAR GMP AMMEND REGLJLAR ~113890434J
Payments
I paymerlICOd'L_. ~o.u_ nt/Check Numbe~____..._.. .--
CHECK ___ 105t;._________~.
Memo:
Timothy W. Ferguson PANanesse Daylor - Agents
GMP Amendment Application: Townsend Trust
Check #1055 Sun Trust Bank
Collier County Board of County Commissioners
CD-Plus for Windows 95/NT
-_._"._...__..~- ._--.
Amount Waived
25800000 $16700.00
Total $16700.00
=1= Amount
$16700.00
Total Cash
Total Non-Cash
~Q:QOl
L...-..lliZQ<L0J
l---$i6iiio.o~
Total Paid
Cashier/location: MCCAULEYKATY / 1
User: KENDALL_M
PrintedA/22/2005 1 :31 :56 PM
l
g
Details Page 1 of 1
I!iIIIiI
Current Ownership
Folio No.11 00763882303 Map. II Property Addressll NO SITE ADDRESS
Owner Namell COSENTINO, PAUL A
Addressesll9893 CORONADO LAKE DR
Cityll BOYNTON BEACH II
State II FL
ZiPl1 33437 . 5337
Le9all118 S1 27 S 464FT OF N 1127FT
I OF E1/2 OF W1/2 OF E1/2 LYING
I N & E OF US 41
Section II Township ~ange
18 II 51 27
Sub No. I 100 ACREAGE HEADER
'""fJ Use Code I 67 AGRICULTURAL
Acres
7
Map No.
6C18
Strap No.
512718023.0006C18
~ Millaae Area
~ .Mi!!alm
13.2013
223
2005 Final Tax Roll
(Subject to Change)
If all Values shown below equal 0 this
parcel was created after the Final Tax Roll
I Land Value $ 154,000.00 II
I i+1 Improved Value $ 0.00 II
I (=1 Market Value $ 154,000.00 I
I i-I SOH Exempt Vaiue $ 150,640.00 I
I (=) Assessed Value $ 3,360.00 I
I H Homestead and other Exempt Value $ 0.00 I
I (=) Taxable Value $ 3,360.00 I
SOH = "Save OUf Homes" exempt value due to cap on assessment
Increases.
Latest Sales History
Book H Page II
37.6.5..,..614 II
Amount ,
$ 450,000.00 I
Date II
04 / 2005 II
~
The Information is Updated Weekly.
http://www.collierappraiser.comlRecordDetail.asp ?F 0 lioID=00000007 63882303
3/6/2006
THIS lNSTR LlMENT WAS PREPARED BY AND RETURN TO;
*** 3587157 OR: 3765 PG: 0614 ***
RBCORDED in omCIAL RECORDS'of .COL1IBR tOUNTY, IL
04/04/2005 at 08:06AK DWIGHT E. BROCR, CLERK
CONS 450000.00
REC FEE 10.00
DOC-.10 31\0,00
r1~RGUSON LAW GROUP
4265 Honjta B~d:t
&nita Beach, FL 34134
Retn:
KICHAEL J SNYDER & ASSOCIATES
4000 HOLLYWOOD BLVD #455-5
HOLLYWOOD PL 33011
THIS WARRANTY DEED, made the 17 day of March, 2005, between Timothy W. Ferguson, Trustee, and individually
("Grantor"), whose address Is 42SS"BonftaHeach "Roact; Bonita Springs, Florida, 34134, Collier County, State of Florida
and Paul A. Cosentino, ("Grantees"'), whose address is 0093 Coronado Lake Drive, Boyton Beach, Palm Beach County,
State of Florida, 33437
___Space AI:
W I-T N E SSE T- H: -That Grantors, -for and in-consideration of the sum of TEN and 00/100 ($1QOO) and other good and
valuable consideration to Grantors in hand paid by Grantees, the receipt whereof hereby is acknowledged, have granted,
bargained, and sold to the Grantees and Grantees' heirs and assigns forever, the following-described land situated in
Collier County, Florida:
South 464. feel.o! the North 1-121 feel of Ihe.fi1/2 ollhe WtI2 ol.l~ Easll/2 Lying North and
East of U.S. 41, SecUon 18, Twp 51, Range 27 East, Collier County, FL
Property Apprait;.ers ParcelldenUficatlofi (Folio Number;
GRANTOR HEREBY grants, reserves and declares an easement on, over and along the East 30 Feet of
theE12 oflhe~201.E1/2Iying.north and Easl.ofU.s. 4'l,Sec 18, Twp, 51 ~nge 27, Collier County FL
for all the usual purposes of ingre$S, egress and utilities.
Subject to easements, restrictions and reservations of record and taxes for the year 2004 and
thereafter.
GRANT6RWARRANTSostJWECT PROf>ER-TY.IS. UNIMPRevED N$f"HOMESTEAD PROPERTY.
TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
And, Grantors do hereby covenant with said grantee that the grantors are lawtuUy seized of said land in fee simple; that
the grantors have -good fight. and ~wful al:rthar.jt:y~t-o saU and convey said land and hereby warrant the title to said land and
will defend the same against the lawful claims of aU person Whomsoever; and that said land is free of all encumbrances,
except taxes accruing subseque.nt to December 31, 2004. fully warrant the title to the land and wUl defend the same
against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF, the-said grantors have signed and sealed there. pFe5efIts the day and year firs above written_
,
STATE OF FLORIDA
COUNTY OF COLLIER
ihe foregoing instrurnentwas acknowledged before me this '7 day otMarch. 2005, by JOEs,EPH TOWNSEND, Trustee
who IS personally known to me or have prOdUC:D~I(ER.~ l-.t c.... as Id.ntlfi~tIon
SEAL_ ~~;~iC~. ~
~,,~~~;.'III~~ Jane S. Vol e - '\ _ ~
,.:~~,,;'\'~h ~om.mission #DD2~ 191 <..... )G(..Y\ ~ . Vol f z...
~". 'fJ..:' Expires: Aug 02, 2007 Prinled Name
"J~~~o;r:..~'I:o~,~~ Bonded Thru
1//'11'\\ AtlanticBondingCo..,.fnc.
LETTER OF AUTHORIZATION
TO WHOM IT MAY CONCERN:
I hereby authorize
Timothy W Ferguson, Esquire
(Name of Agent - typed or printed)
to serve as my Agent in a request to amend the Collier County Growth Management Plan
ilffectin9 property identified In the Application.
Signed: Paul A Cosentino
(Name of Owner(s) of Record)
Date:
c3 -7-,::)(:,__
I hereby certify that I have the authority to make t e oregoing application, and that the
application is true, correct and complete to the st f wledge.
l~u/ A - Co<;;~Jj
Name - Typed or Printed
ho
STATE OF ( 'd~d~
COUNTY OF YJabn ~ dj
Swom to and subscribed before me thi? __~1 ~day of ~t24/~ 2o_~0
By d~ IlH11il~ -:7 ~ Q
-- (~JoIary Public) ~ MY COMMISSION EXPIRES: 0) -c2.j -Ll /
CHOOSE ONE OF THE FOLLOWING:
_____ who is personally known to ~, I
___~ who has produced ;::. L .f) J.----
and
as Identification
i'''fi.''''f,
~.,.i
Notary Public State of Florida
Helen McGaffee
My Commission DD399340
Expire. 03/25/2009
did take an Oath
u__~ did not take an Oath
NOTICE - BE AWARE THAT:
Florida Statute Section 837.06 - False Official Statements Law states that:
"Whoever knowingly makes a false statement in writing with the intent to mislead a
public servant in the performance of his official duty shall be guilty of a misdemeanor of
the second degree, punishable as provided by a fine to a maximum of $500.00 and/or
maximum of a sixty day jail term."
8
02/2002
Details Page I of I
II!IIIII
Current Ownership
Folio No.ll 00763882206 Map-II Property Addressll NO SITE ADDRESS
Owner Namell lOPEZ, JULIO C=& GEORGINA M
Addressesl18300 SW 64TH ST
Cltyll MIAMI State II Fl
ZIpl133143 .2530
Section II Township Range
18 II 51 27
Sub No. I 100 ACREAGE HEADER
""rJ Use Code I 67 AGRICULTURAL
I
I
I
II Strap No. I
11512718 022.0006C1 8 I
-'i'J~
13.2013
le9all118 51 27 N 663FT OF E1/2 OF
I W1/2 OF E1/2 lYING N & E OF
I US41
10
II Map No.
II 6C18
II '1J Millaae Area
II 223
Acres
2005 Final Tax Roll
(Subject to Change)
If all Values shown below equal 0 this
parcel was created after the Final Tax Roll
Latest Sales History
land Value $ 220,000.00
(+) Improved Value $ 0.00
(=l Market Value $ 220,000.00
(-) SOH Exempt Value $ 215,200.00
Amount !
$ 650,000.00 I
Date II
03 / 2005 II
37~1 . 19T[
II
II
Book 8 Page
I (=J Assessed Value II $ 4,800.00 I
I Co) Homestead and other Exempt Value II $ 0.00 I
I (=) Taxable Value II $ 4.800.00 I
SOH = "Save OUf Homes" exempt value due to cap on assessment
increases.
...
The Information is Updated Weekly.
http://www.collierappraiser.comJRecordDetail.asp?F olioID=0000000763 882206
3/6/2006
MAR 07 2006 16'16 FR weI MARKETING
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1M ~ "".. good dght 1IICI_.lIllhortly... ...,..... convoy IIId to".,... horeby WOIIr111l11e IIIlo lD __ ..
will donnd lho ..... ....... tile __ ':foI.. fit ell ,...", wn_.r, .".!hat _Ilond II rroo of.1 oneull1llm1o<<l
oxcepI- -..t""............1000c0mbtr 31. 3lOol. I'UlIy womonllh. IIIlo to....1ond .nd wlll dol...........
I{IIIinotthe _d.I""''''oII_'''-or.
INWITNES8WHEREOF, ..._~.._ oignodond_lhtnt pn_lhe OIly .nd ye'f~ 7-
~ 6Il!Ioda~_ ..1III........or 12 ' ~/
~J~_.~~ t~q~
~iti';1{trY? .'
vw.-" pr1rr........
'MIr-.l!2 pine nome
STATE Of' FI.ORllIA
COUII/TY OF C~
Tho~ ----Ionl,jtd_.....~~ oIMIrch, ;!OQ;,byJo_w. Cnl1Iand JacicW. Clift
.whola-tr_tome",_prodllc:olcIat!"....", IIt~Yl'S1' . nlOWltilloalion.
SEAl. ~~ ~ ,rf PrJO/aRLa-J'
Ilu....
http://www.collierappraiser.comlviewer/Image ,aSp?
3/7/2006
** TOTAL PRGE.02 **
LETTER OF AUTHORIZATION
TO WHOM IT MAY CONCERN:
I hereby authorize
Timothy W Ferguson, Esquire
(Name of Agent - typed or printed)
to serve as my Agent in a request to amend the Collier County Growth Management Pian
affecting property identified in the Application.
Signed: Julio C & Georgina M Lopez
(Name of Owner(s) of Record)
Date: 3/7/ 06
I hereby certify that I have the authority to make the foregoing application, and that the
application is true, correct and complete to the best of my knowledge.
JULIO C* LOPEZ - GEORGINA M. LOPEZ
Name - Typed or Printed
STATE OF (rLdR,P4 )
COUNTY OF (P A'C C )
Sw
/:3
day of /1I4.-e,( /I , 20 CJ IS,
J..-/'
(Notary Publi 'COMMISSION NO. D0065025
MYOrW'llS6lON EXP. ocr. 15
CH-~E ONE OF THE FOL .
~;:; who is personally ownto m~
who has produce
a::----
did take an Oath
did not take an Oath
Y COMMISSION EXPIRES:
s identification
JOSE E
NOTARY PUBLlC!lI'AftOPFLORlDA
COMMISSION NO. DlJ065025
YYSQ'~IMI~JiX!'..~' }S, ..
NOTICE - BE AWARE THAT:
Florida Statute Section 837.06 - False Official Statements Law states that:
"Whoever knowingly makes a false statement in writing with the intent to mislead a
public servant in the performance of his official duty shall be guilty of a misdemeanor of
the second degree, punishable as provided by a fine to a maximum of $500.00 and/or
maximum of a sixty day jail term."
8
02/2002
Details
II!IIBI
Current Ownership
Property Addressll NO SITE ADDRESS
Falla No.11 00763882400 Map. II
Page I Df I
I
I
I
ZiPll34105 -7203 I
I
I
I
Map No. II Strap No. I
6C18 11512718024.0006C18!
Owner Namell TOWNSEND, JOSEPH E
Addressesl111150 LIVINGSTON RD
Cityll NAPLES II
State II FL
Legall118 5127 W 250FT OF S 1471FT
I OF E1/2 OF W1/2 OF E1/2 LYING
I N & E OF US 41
Section Township Ran e Acres
18 51 27 9
Sub No. 100 -If ACREAGE HEADER
1'J !!~ 67 .lr AGRICULTURAL
2005 Final Tax Roll
(Subject to Change)
If all Values shown below equai 0 this
parcel was created after the Final Tax Roll
I Land Value $ 198,000.00 II Date
I (+) Improved Value $ 0.00 II 04/2005
I (=) Market Value $ 198,000.00 I
I H SOH Exempt Value $193,680.00 I
I (=) Assessed Value $ 4,320.00 I
I H Homestead and other Exempt Value I $ 0.00 I
I (=) Taxable Value II $ 4,320.00 I
SOH = "Save Our Homes" exempt value due to cap on assessment
Increases.
'1J MJllaae Area
223
1'J MilliI!le.
13.2013
Latest Sales History
....
The Information is Updated Weekly.
Book - Page Amount I
3765,605 $ 0.00 ,
httn:/ /www.collieraooraiser.comlRecordDetail.aso?FolioID=0000000763 882400
3/6/2006
MRR 07 2006 16:02 FR we! MRRKETING
tiQO.lc j 10;) - t'age OU.J
TO 943'7'536
P. 0'2/03
TtHS IN5TRUl\.ffiNT WAS pUPAJU!D13'1' A '"0 Rl.-.''URN fO:
*** 3587154 OR: 3765 PG:
RlCORORD In omClAL RiCOlDS of COLLlIR C
01/01/10115 at OR:06AJl OVIGllT R. BROC!, eL
lie !81
00C-.70
JiERQUSON LAW GAOlJP
42ci'8lldil&&adl
Bonu BOlIch., fl, 14134
:::~A'
RitO'
JOSIFHIIIVHSIlO
11l50LIIIIBGSIORlD
MAILIS/I,1I10l
THIS WARRANTY DailJ, mad. the 17 alY Of Mitch, 2tD:i, betwun JOSlph E. Townsend, TfUat6e ana Indi'vicll.iaUy for
N certain tMI dtled 11J03J19li$I"GrantM"'), whoM tddm$" 11100 U~lr'lg$lOf\ JilOf!Q', Naples, Collltr CountY, Shle
0( Flortili 34105 and Jtxa8ph E. TQlNf'l&efId. {"Gr1nt.te111. WtlOSI addrlD ili 111B> Livingston ROlld, Nllpllls. Collier
~nly. St1t. of Flcrlda, 341Cfi
WI r H Ii! S S-!-T H: That Grantcn, for en1 n-cOllll..uon ot the sum of TEN and 001100 ($1 a.m) end olher g~ and
valuable QOI1IlldtmItion 10 Grantors In hind ;)lId by Gramel, thlt ~Iipt whereof hereby Is actmowl.,dged, I'Hlve gl1lnled,
bargBifMlld, and aold la the GrMtDll8 andr'jrante",,' hllr&..nd assigns. lorl!Yllr, the foll(w'ng.de~ land Gttuated in
Collier county, flotida:
llIC'wQt 210 ~artM'Soattr 1411.,. 011111" E.nt 1/%"of'tJMiWeIt 112; .:)f'lhe e",t 1/2 lying
North and East ofU.S, 41, $tdJon 1.. Twp 151, Ringe 21 Ent, collletCOt.l~ty, FL
Property AppJal..n9arC41ll4eatllcallon {fDllo Numbltl':
GRANTOR I-4EREbY gl'illnt.. Rlurvu ilnd dec&.nll an CHamlnt on, oVlIr "00 along the South !1I Fat( of
IIl.EU ofttw W1I2afl!"" t-ylng'Nol1h iIr1CtE~ult 01 U.$; 41. $ec i., Twrt, S1 Range 27, ColllerCOOmy
FL for III tM UIlQI ptIfpOlII 0 r 11lgR'''' egreae Ind utJUtlel.
StlbjKt: to ....menl.&, romlcU0ft6.anl;l fl'eerv.Jt'ofl.J.~f-retord Ind taleS (or the yw 200.4.and
th&rNlter.
G'RANTORWARRANrs,sUBJEcrPROPERlY IS lJNlMPRlJ'VEtI NQN:-HOt."ESTEAD PROPERTY.
TOGEniER, with all the tenements, heredJlsment& and IppurtenanOBll lhereto belonging or in anywise appertaining
TO HAVE-AND- TOHOLD, the Arn. In flllllllmple fore....r.
A.nd, GnIntors do he/'f;!by COyeMn! with said grant" thtl tne grantQnI arlllllwfully 1IoC1z.., of ~id illnd In ,~ ~",plll!l: lhllt
the grlntur. hfv. goad rigblilnd.INfulilutl ~ tel MIl and c;myey Hid land Ind tlereoy warranllN utIe to laid IInd and
win def,no VIe flame against IIW llM1ul daI '" of al pII'&(ln whomaaevtt': InCl thall.1ld liU'" Ia fill. of all encuml:nt\C8l:,
pctpl: taxft lM:ICI'uing ~buqulnt to Dtetmw-31, 2Xl4. My wan'ant thl title tll the land IInd wi' defel'ld \hlr Gilme
lIgaJnet the lawful claIms 01 an pal'fCM whQl,*"ver.
J
A'.
1h9.'I~"""'b""wrnto,
""'"
",\III'''", Jane S. Volpe
l~~""i Commiuion *DD21~191
~;;. ~~~ expires: Aug 02, 20(1"
..;~o;~'" Bl,InOed1llru
"""" AUanticBondinIlCo..lnc
aTATE OF FLORIOA
COUNTY OF COUIER
c; !nn"'o~UmE!nl wae lKIknowJadefd before methll
ptQOnally me or hut produced _ .
SEAL
PlIblle
.~~
http://www.collierappraiser.comlviewer/lmage.as J?
3n12006
LETTER OF AUTHORIZATION
TO WHOM IT MAY CONCERN:
I hereby authorize
Timothy W Ferguson, Esquire
(Name of Agent - typed or printed)
to serve as my Agent in a request to amend the Collier County Grow1h Management Plan
affecting property identified in the Application.
Signed: Joseph E Townsend
(Name of Owner(s) of Record)
Date:47(0 C.
I hereby certify that I have the authority to make the foregoing application, and that the
application is true, correct and complete to the b of my know e.
"~~~//I.. Jane S. Volpe
{~;;;;;"!;;"- COffi!'1isslon #DD223191
~;. ';J.~;~ ExpIres: Aug 02, 2007
'....~~OFF\.O~".... ~onded.Tlml
"11'11'\ Atlantic Bondmg Co., Inc.
~S'lC:fI+ E.'(OvvI{56N~
Name - Typed or Printed
STATE OF ( F'-D !'2..r/:JA )
COUNTY OF (Co l/lE:tL )
Sworn tQ and subsc' d before me this
.- G
c......
(Notary Public)
..7/t:. rfI' :1
day of (<..It v"\ , 20~
MY COMMISSION EXPIRES: Cc~ L)"LCU 1
CHOOSE ONE OF THE FOLLOWING:
..)() who is personally known to me,
who has produced
as identification
and
did take an Oath
did not take an Oath
NOTICE - BE AWARE THAT:
Florida Statute Section 837.06 - False Official Statements Law states that:
"Whoever knowingly makes a false statement in writing with the intent to mislead a
public servant in the performance of his official duty shall be guilty of a misdemeanor of
the second degree, punishable as provided by a fine to a maximum of $500.00 and/or
maximum of a sixty day jail term."
8
02/2002
Details Page I of I
IIIII!I
Current Ownership
Folio No.11 00763560007 Mal' II Property Addressll15435 TAMIAMI TRL E
Owner Name CRAFT, JAMES W .
Addresses JACK W CRAFT
768 COMMERCIAL BLVD
City NAPLES II State I FL II 2ipll34104 -4797 I
Legal 185127 E1/2 OF W1/2 OF
E1/2, LYING N + E OF US 41 48
AC OR 1434 PG 1330
Section II Township Range
18 II 51 27
Sub No. 100 ACREAGE HEADER
"l'JuS...J:&M 67 AGRICULTURAL
Acres
16.5
Map No.
6C18
II Strap No. I
11512718007.0006c181
~ Millaae Area
223
"l'J~
13.2013
2005 Final Tax Roll
(Subject to Change)
If all Values shown below equal 0 this
parcel was created after the Final Tax Roll
Latest Sales History
Land Value $ 363,000.00
(+) Improved Value $ 33,516.00
(=) Market Value $ 396,516.00
H SOH Exempt Value $ 322,760.00
(=) Assessed Value $ 73,756.00
H Homestead and other Exemot Value $ 0.00
(=) Taxable Value $ 73,756.00
I Date I Book ~ Pane Amount
03/2005 36It.t976 $ 0.00
03/2005 367L,1975 $ 0.00
01 / 2000 2630, 2088 I $ 318,800.00 I
SOH = "Save Our Homes" exempt value due to cap on assessment
increases.
-
The Information is Updated Weekly.
http://www .co Hi erappraiser. com/RecordDetai I. asp?F olio ID=00000007 63 5 60007
3/6/2006
MRR 07 2006 16:03 FR WCI MRRKETING
TO 9437~.636
P.03/03
,,",,1.4.-~
{J
QUITCLAIM DUD
If '!HIS DOCUT WAS PREPAIllD BY AND IlETUIlN TO: m 3593759 OF:: 3761 PG: 1976 ***
:'1. FEllGUSON LAw GROUP UCOIDllll OIlICI!J. mOlDS .t cmllR COli"" fL
~ ~s BONITA BEAca OI/IIIlOOS .t 111,3111 DilGlI i. BRIICl, CURl
I!"I;_ITA BEACH, FLORIDA 34134 IIC nJ 10.&&
= "';Ii" DOC-.11I .111
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e rt~'b lCUllilllUCII
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i ~ TIIIllQurrcLAIMPdIl._oa "'h....otM<o... 200',.......T_W. p_,.......1UlII
II Fl.'; -oily ("~,_""'__i14:l65____'~3m4Co11Ior
11 \ j' COuIl17. S1a.."'_IUlII_W.CnI,lIllllJod:W. Clolt.,_....__uIJ7..C""""""'a1
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lIIorllloriaJll,tItle,_"'"
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STATR OF I'WIIOIA
C4lUM'Y OF COLLWl
ftL c:; ~\\\I\I\\lIi"f1I"~
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PriItlClctNllbo.:
** TOTRL PRGE. 03 **
LETTER OF AUTHORIZATION
TO WHOM IT MAY CONCERN:
I hereby authorize
Timothy W Ferguson, Esquire
(Name of Agent - typed or printed)
to serve as my Agent in a request to amend the Collier County Growth Management Plan
affecting property identified in the Application.
Signed: James W Craft
(Name of Owner(s) of Record)
Date: ()i1 c4-il..c.L 7 ul! t
I hereby certify that I have the authority to make the foregoing application, and that the
'ppli~"pp " I,"e, ro"ect eo' romplel, to ., "'~ k:"P
'l Signature of Applicant
V
-T"";Vle~ W Cr1.I>-fd/r
Name - Typed or Printed
STATE OF
COUNTY OF
(~4:/
(~:J
)
)
7ft-. day of 1J-1aA~
, 20 c:J&-
By
(Notary Public)
MY COMMISSION EXPIRES: ~6/0.J'
CHOOSE ONE OF THE FOLLOWING:
~ who is personally known to me,
who has produced
and
did take an Oath
did not take an Oath
NOTICE - BE AWARE THAT:
Florida Statute Section 837.06 - False Official Statements Law states that:
"Whoever knowingly makes a false statement in writing with the intent to mislead a
public servant in the performance of his official duty shall be guilty of a misdemeanor of
the second degree, punishable as provided by a fine to a maximum of $500.00 and/or
maximum of a sixty day jail term."
8
02/2002
"<?~_.s':::! Uti I b: .)() I'lL\. :jlj lO.qJtl~10ti
l.ULLlh.K UJ CU~lIUUI\HT'l lJt<JV
LgJ UU.L
~
tit=
COLLIER COUNTY GOVERNMENT
Community Development and Environmental Services IJ ivision
Comprehensive Planning Department. 2800 North Horseshoe Drive * N, pies. Florida 34104
FAX MEMORANDUM
TO:
NAME:
C} , (:
/V'" i (A-9l4"'''
}'AX NUMBER:
Q'i1- )1,10
PHONE NO.: 9'17-Jtz,
FIRM/DEP ARTMENT
CITY, STATE:
DATI:, TIME:
j~7.-'--D'I
I( ;)ll ?
FROM: -"-
'\)r/
NAME: C/ David Weeks, AICP, Chief Planner
TELE.PHONE NO.: (239) 403-2400
FAX~UMBER: (239) 643-6968
E-MAIL ADDRESS:davidweeks@colliergov.net
TOTi\L # PAGES (including this cover sheet):
3
RE: CoM! /T1me..PiMlAtf r~~tif'f' hte.e--f11y ~fCJ fret- 3-11-~'-f
COMMENTS:
ptf.
FAX COVER SHEET 2.04 Idw)
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VI.'\ Iw.c(Jllier~cw.nct
Phone C2_191 403-2300
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COLLl ER CO COMllUN IT'l DEI'
141 002
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Location Map Showing Zoning
N
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Vanasse
Daylor
-
1.000
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Urban Planning
landscape Architecture
Civil Engineering
Traffic En~neering
Environmental Science
Flll!
Date: OJ.17-Q4
Ferguson Law Group, LLC
4625 Bonita Beach Road
Bonita Springs, FL 34135
Sources: Collier County PA
It is the end user's responsibility to verify the data contained hereon.
EXHIBIT V.A.1
Project Number: 8Q747
FILE: \\vanday_serverlgis\Projects\800\80n80747\80747-loczone.mxd
-
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Townsend Trust East Trail
Aerial Map
Aerial Photo Date: Dee 2004
1,000
N
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Vanasse
Daylor
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1.000
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Bonita Springs, FL 34135
Sources: Collier County PA & Aerials Express
It is the end user's responsibility to verify the data contained hereon.
Date: 04.13-05
Ferguson Law Group, LLC
4625 Bonita Beach Road
Urban Planning
lal'ldscapeArchitKture
Civil Engineering
Traffic Engineering
Environmental Science
Fl1l6
EXHIBIT V.A.2
Project Number: 80747
FILE: \\vandaLserver\gisIProjects\800\807\80747\80747-aer2.mxd
SurroundinQ Land Use within 500 Feet
North - Agricultural/Undeveloped
East - Agricultural/Undeveloped
East - Indutrial/Developed
South - Agricultural/Undeveloped
West - A ricultural/Undevelo ed
Townsend Trust East Trail
lndurtial Subdistrict
Existing Land Use and Zoning
Aerial Photo Date: Dec 2004
500
-
Legend
D Zoning
,-
Date: 03-17-04
Ferguson Law Group, LLC
4625 Bonita Beach Road
EXHIBIT V.A.3
N
W+E
--
Vanasse
Daylor ~
Urban Planning
LalldscapeArchitecture
Civil En~neering
Traffictngin~ring
Environmental Science
ILll6
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"":"-">
o
500
Fee
Bonita Springs, FL 34135
Sources: Collier County PA & Aerials Express
It is the end user's responsibility to verify the data contained hereon.
Project Number: 80747
FILE: \\vandaLserver\gis\Projecls\800\807\80747\8Q747 -ELUZQN.mxd
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43 Acres of Agriculture Rural Mixed Use
Future Land Use
Collier County Parcels
uture Land Use Map
~-] Urban Residential Subdistrict
-~ Residential Density Bands
Urban Coastal Fringe Subdistrict
Urban Residential Fringe Subdistrict
Goodlette/Pine Ridge Commerciallnfill District
Orange Blossom Mixed Use District
Vanderbilt BeachfCollier Blvd Commercial Subdistri
Henderson Creek Mixed Use Subdistrict
Mixed Use Activity Center Subdistrict
Interchange Activity Center Subdistrict
- ; livingston/Pine Ridge Commerciallnfill Subdislric
-=-.:~ Livingston Road Commerciallnfill Subdistrict
Livingston Road { Eatonwood Lane Commercial (nfill
Agriculture I Rural Mixed Use District
1 Rural Settlement Area Subdistrict
Rural Industrial District
Estates Designation
Conservation Designation
Incorporated Area
Bayshore/Gateway Triangle RedevelOpment
N
W+E
Townsend Trust East Trail
Future Land Use Map
.-
1,000
Date: 03-17-04
Ferguson Law Group, LLC
4625 Bonita Beach Road
EXHIBIT V.B.1
Vanasse
Daylor
--
Urban Planning
landscape Archite<ture
Civil Engineering
Traffic Engineering
Environmental Science
Flll6
s
o 1,000
Feet
.
Bonita Springs, FL 34135
Sources: Collier County PA
It is the end user's responSibility to verify the data contained hereon.
Project Number: 80747
FILE:80747-f1um.mxd
ENVIRONMENT AL IMP ACT
STATEMENT
TOWNSEND FILL PIT
SEC 18, TWP 51S, RNG 27E COLLIER COUNTY, FLORIDA
Revised
September 2000
PREPARED BY:
TURRELL & ASSOCL<\TES, 1NC.
3584 EXCHANGE AVE. SUITE B
NAPLES, FL 34104
EXHIBIT V.C. 1 THRU 3
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
3.8.5.1 Applicant [nformation:
1. Responsible al!ent who wrote EIS and his education and iob related
environmental experience.
Timothy C. Hall
Wildlife Ecology. University of Florida
MS, University af Flarida
10 years environmentaljield experience
2. Owner's name and address.
Joe Townsend Trustee
4130 Tamiami Trail North
Naples, FL 34103
3. Affidavit of proof of authorized al!ent.
Please reference attached authorization.
3.8.5.2 Development and Site Alteration Information:
1. Description of proposed land use.
The owner proposes to initiate ajill excavation operation on 2:42.5 acres of land
approximately 8 miles east of Naples on US 41.8.2 acres of wetland impacts are
proposed. 7.0 acres of wetland preserve are proposed as well as installation of
native vegetation planted as a buffer around the excavation site.
2. Lel!al Description of site.
Please see the legal description of the project site included in this package.
3. Location and address description.
The property is located in Section 18. Township 51 South, Range 27 East. Collier
County. Florida. The subject parcel lies about 3 miles east ofCR 951, north
of us 41 and west of the Krehling concrete plant. Please see the attached
location map.
3.8.5.3 Mappinl! and Support Graphics:
1. General Location Map.
See attached locatioll map.
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
2. Aerial photo ofsite with boundaries delineated.
Please see the enclosed county aerial.
3. TOPol!rapbic map show;DI! uplaDd contours.
Please see the enclosed topographic survey performed by Q. Grady Minor and
Associates. The survey is superimposed on the FLUCCS map.
4. Exist;DI! land use of site aDd surroundiDI! area,
Currently the subject parcel consists of aforested undeveloped area of26.1 acres,
and /6.4 acres of open undeveloped lands that were mainly former agricultural (row
crop) lands. The parcel is bordered to the east by the concrete plant, to the
south by US 41, and to the west and north by agriculturallaruis. The parcel
appears to have been heavily influenced by historic pumping practices of the
neighboring farms.
5. Soils ma p.
According to the USDA Soil Survey of Collier County, Florida, 1998, the entire site
is composed of Holopaw Fine Sand, limestone substratum. Please see the attached
map and soil description.
6. Dra;nal!e plan.
All on-site stormwatersfrom the excavation area will be collected and diverted into
the on-site lake. Overflow from the lake will jlow into the drainage canal alongside
of us 41. Please refer to the excavation plans for more specific details relating to
the drainage plan.
7. Development plan includiDI! pbas;DI! prOl!ram, service area of existinl! aDd
proposed public facilities. aDd existinl! and proposed transDortation network in
lbe impact area.
Please reference the site plan information from Q. Grady Allnor.
3.8.5.4 1 mpact Ca lel!ories:
3.8.5.4.1
Bio-Phvsical
1. Air Qualitv.
a. Chanl!es in level of air pollutants as defined bv current rel!UlatioDs.
Short term elevation of air pollutants will be generated during the operation
phase of the project by the emissions of the construction alld excavation
2
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
equipment. Dustleve/s could also be elevated by the earthmovingacrivities.
b. Number of people that will be affected by air pollution resultine Crom the
project
No people will be affected by air pollution because no pollution generatian
is expected.
c. Procedures that will be used to reduce adverse imoacts oC air pollution.
Water will be sproyed onto the construction roads to minimize the amount
of dust that may be stirred up by wind and construction equipment. If dust
becomes a problem during operations, water will be spread on unpaved
surfaces. Dust masks will also be mandatory equipment on all machines
and will be used in the event that dust levels rise to dangerous levels.
2. Water Quality.
a. Chanees in levels and types of water pollution as defined bv current
reeula tions.
Water quality is not expected to be degraded as a result of this project. The
water management plan for the project will show that no runoff from the site
will occur. Waters from the site will be retained for detention and pre-
treatment before being allowed to pass into the existing local drainage
network.
Road drainaee.
No paving is proposed but all roads will be graded so that drainage will
jlow into the excavated lake.
Sheet now.
Sheer jlow has been historically altered by the surrounding agricultural
practices. Very lil/le sheetjlow is expectedfrom offsite because of this. and
on-site sheetjlow will be impeded by the excavation activities.
Rear lot line/buildine site drainaee.
All lands within the octive project area will drain into the excavated lake da
Ll series of inter-connected su'alt!s.
Interconnection of the water manaeement svstem will occur as Collows:
Interconnecrion will occur through a series of swales and will terminate in
the on-site lake. Once water in the lake reaches the outfall control elevarion.
the warer will flow into the canal alongside of us .j I andfrom there enter
3
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
{he local drainage system.
b. Inventory of water uses that are restricted or precluded because or
pollution levels resultin2 from this project.
None are expected.
c. Persons affected by water pollution resuItin2 from the project.
The project is not expected to generate water pollution in contradiction to
state standards.
d. Project desi2ns and actions that will reduce adverse impact.!l of water
pollution.
The project will incorporate standard South Florida Water Management
District water quality control features to detain and pre-treat stormwater
runoff. Wetlands will be protectedfrom direct project runoffby the on-site
water management plan. Therefore, no adverse impacts of water pollution
are expected.
3. Phvsio2raphy and 2eolot!V
a. A description or soil tvnes found in the project area.
Please reference the enclosed soils description obtainedfrom the USDA Soil
Survey of Collier County, Florida, 1998.
b. Aerial extent of proposed topo2r3phic modification throul!h excavation.
dredl!inl! and fillinl!.
According 10 the site plan, approximately 38.4 acres (90%) of the 42.5-acre
site either has been or will be cleared or topographically modified in some
manner. 5.4 acres (/3%) of the already cleared area will be restored as
wetland marsh. An additional 3.1 acres of already cleared area will be
allowed to regenerate naturally. 3.6 acres of existing vegetation will also be
retained in the buffer area as shown on the aI/ached impact and preserve
drawings. Upon completion the proposed plan would have approximately
30../ acres of {72%; impacts and 12.1 (28%) acres of native vegetation
areas.
c. Removal and/or disturbance of natural barriers to storm waves and
Ooodinl!.
,ViA
4
TOWNSEND FILL PIT
Environmental Impact Stalement
July 2000 revised September 2000
d. Modifications to natural draina~e patterns.
The roads and agriculture surrounding the property have already altered
the /latural drainage patterns of this site. No additional alteration is
expected
e. Extent of impervious surface and percent of ~roundwater rechar~e area
to be covered.
According to the site plan, there will be no impervious area from paving of
road or parking. The maintenance building will take up approximately
9000 sq.ft (0.4% of project site). The lake, after completion of excavation
activities will be about 20 acres (47% of site).
f. Annual drawdown oC !!roundwater level resultin!! Crom use.
Slight drawdown of the water table immediately surrounding the project
may occur due to the excavation ofthe/ake,
g. Increased siltation in natural water bodies resultin~ Crom the proposed
~
No siltation of natural water bodies or wetlands is anticipated. All
excavation will occur in the project lake and any siltation will be contained
within the same lake. Wetlands around the project will be protected during
construction by siltfence or hay bale barriers and a berm.
4. Wetlands.
a. Number of acres oCCollier County iurisdictional wetlauds bv vel!etation
type. vel!etation composition. ve~etation abundance. and their wetland
functions.
Please reference the attached FLUCCS Map. Jurisdictional on-site wetlands
consist of approximately 10.2 acres of cypress and pine/cypress mixed
forest. The following list is a brief summary of the major flora within the
wetland plant communities. Also noted are any listed species observed on
the property.
Common Name
Scientific Name
Stratum
Abundance
621/422 - Cvpress/Brazilian PeDPer
Cypress
Melaleuca
Brazilian Pepper
Carolina Willow
Swamp Fern
To'codium distichum
Melaleuca quinquinervia
Schinus terebinthifolius
Fra.tEnus caroliniana
Blechnllm serrulatum
5
C
C
M
M
G
Common
Occassional
Dominant
Common
Occasional
Saw Grass
A irplants
Cludium jamaicensis
Tillandsia spp.
624 - Cypress/Pine
Slash pine
Cypress
Cabbage Palm
Melaleuca
Dahoon Holly
Wax Myrtle
Brazilian Pepper
Wire Grass
Saw Grass
Red Root
Swamp Fern
Yellow-eyed Grass
Hatpins
Pinus ellioltii
Taxodium distichum
Sabal palmetto
Melaleuca quinquinervia
!lex cassine
Myrica cerifera
Sehinus terebinthifolius
Aristida stricta
Cladium jamaicensis
Lacnanthes caroliana
Blechnum serrularum
Xyris spp.
Eriocaulon spp.
C = Canopy
M = Midstory
G = Groundcover
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
G
E
Occasional
Common
C
C
C
C
C
M
M
G
G
G
G
G
G
Common
Common
Rare
Occasional
Occasional
Common
Common
Common
Occasional
Occasional
Occasional
Occasional
Occasional
E = Epiphy1e
b. Determine present seasonal bil!h water levels and historical hil!h water
levels bv utilizinl! lichen lines or other biolol!ical indicators.
Most of the site was affected by the fire except for a small area in the
southern portion of the site. Based on current water levels and available
biological information in the form of water marks on trees in this area, the
seasonal high water levels are approximately 5.2 feet NGVD. Based on
personal conversations with farmers familiar with the area, historic high
water levels during times of agricultural pumping activities could have
reached up to 12 inches higher for short periods of time.
c. Indicate how the project desil!n improves/affects pre-development
bvdroperiods resultipl! from the project.
The development/agriculture surrounding the project has already altered
the hydro-period of the on-site wetlands. The historic practice of pumping
water from the agricultural fields onto this property has maintained a
hydrologic regime that may not be sustainable now that the pumping will no
longer be allowed. The project will not adversely affect it any more than has
already been done. Hydro-period will be determined by the level of water
held in the excavated lake.
d. Indicate the prollOsed percent oftbe defined wetlands to be impacted and
the effects of proposed impacts on the functions of tbe wetland areas.
Jurisdictional wetlan.d,s. ,compriS!! 24%.
. . 6 ., ' ,'.
(J(!,2 aates).,a[ the .tptal..:: 42.5,
";'i.-,',:.'''',i'...,',..__,',-.'-,, ';''''-'"-','-''',<-',,,'''''',-..' ,
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
project acres. Approximately 9.3 acres (91%) of the on-site wetlands will
be impacted and lost rhrough the proposed development of the property.
The remaining 0.9 acres of the existing wetlands will be kept and slightly
enhanced through removal of the exotic vegetation (mainly Brazilian pepper
and melaleuca). In addition, at least 5.4 acres of the site will be converted
into marsh wetlands. The hydroperiod will be maintained by an on-site
control ellNation that will not limitf/ows into the wetland. Wetland wildlife
values should be improved by these efforts and through the removal of the
exotic vegetation but will be decreased due to the reduced size caused by the
excavation project. The amount of forage area for wading birds will be
increased and greatly enhanced by the created marsh area.
e. Indicate bow tbe proiect desil!n minimizes impacts on the wetlands.
The access to the project, and the nature of the project make it impossible
to avoid impacting the wetland areas. The project has been designed to
impact the portions of the property which are deemed least functionally
viable and valuable and will create an area viable asforaging habitat for
a variety of wading and shore birds.
f. Indicate how tbe proiect desil!n shall compensate for tbe wetland impacts
pursuant to tbe Collier County Growtb Manae:ement Plan.
The existing non-impacted wetlands (0.9 acres) will be preserved and
enhanced through the removal of any exotic nuisance vegetation (as def/ned
by the Flarida Exotic Pest Plant Council). Hydrology of the wetland will be
reduced due to the haul road that is proposed. Culverts under the haul road
should serve to connect the small isolated areas with the lake and help to
maintain some of the hydrologic functions now present. All impacts caused
by the on-site activities will be mitigated through on-site restoration and
preservation activities. A mitigation plan will be coordinated with the South
Florida Water Management District, the Deparrment of Environmental
Protection. the US. Army Corps of Engineers. and any other relevant
parties. Should this coordination determine that on-site restoration and
preservation activities are insufficient to offset impacts, the applicant will
pursue purchase of mitigation credits in one of the approved mitigation
banks. Actual amount of credits necessary will be determined during the
Environmental Resource Permirting process but. if needed, will most like~\'
be between 0 and I credirs.
5. Upland utilization of wildlife and species ofsvecial status.
a. Number of acres of uplands by ve1!etative type. ve1!etative composition.
vel/etation abundance. and tbeir upland functions.
111ft up/4na vegeJiiJ.Ut, ~~mhllllljil~"'Ii!IfI~~;:'J.;5;5 Ca9.reS' Of dbiJ}jd{ined,fiirtn
fields arld"Cfiiiir"ed or-ias. ilnd fi9dc~~s.iitPliieJPiiWooaS. The following
list is a brief summary of'the lIi'aJar jfdra within each upland plant
7
community.
Common Name
Scientific Name Stratum
4 I I - Pine Flatwoods
Slash pine
Cypress
Melaleuca
Wax Myrtle
Brazilian Pepper
Saw Palmetto
Wire Grass
Caesar Weed
Muscadine Grape
Greenbriar
Pinus elliottii
Taxodium distichum
Melaleuca quinquinervia
Myrica cerifera
Schinus terebinthifolius
Serenoa repens
Aristida stricta
Urena lobata
Vitis rotundifolia
Smilax spp.
260 - Cleared Farm Fields / Fence Row
Alabama Sedge
Caesar Weed
Dog Fennel
Cyperus ligularis
Urena lobata
Eupatorium capillifolium
C = Canopy
M = Midstory
G = Groundcover
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
Abundance
C
C
C
M
M
M
G
G
V
V
Dominant
Occasional
Occasional
Occasional
Abundant
Common
Common
Occasional
Common
Common
G
G
G
Occasional
Occasional
Occasional
V = Vine
b. Indicate proposed percent of defined uplands to be impacted and the
effects of proposed impacts on the functions of upland areas.
Non-jurisdictional areas total 32.3 acres out of a total 42.5 project acres.
Approximately 82% (26.4 acres) of the project site uplands will be directly
impacted by the construction activities. Upland communities along the
northern and western property boundaries will be left intact as buffers
between the adjacent properties. Areas immediately adjacent to the property
boundaries were cleared when the lillestockfencing was installed. This area
between the retained vegetation and the fence line will be maintained exotic
free and will be allowed to regenerate naturally. Adequate seed source for
this is available in the native vegetation that will be retained on site.
c. Indicate how the proiect des;!!n minimizes impacts on uplands.
The upland areas to be affected are abandoned farm fields that have
recently been cleared of exotic vegetation. There is no established old-
growth vegetation in this area and only af"'" early successional plants are
present. The pine jlatwoods to be impacted have been hydrologically altered
by the surrounding agricultural practices and are transitional in nature.
Bra::ilian pepper has begun to invade the site and will most likely get worse
8
TOWNSEND FILL PIT
EnvironmentallmpaCI Stalement
July 2000 revised September 2000
due 10 the cessation of the pumping activities. and a recent fire that removed
most of the previous midstory vegetation. Vegetation outside of the
excavation and staging area will be retained and maintained exotic free.
Cleared areas outside of the excavation and staging area will be allowed
and encouraged to regenerate naturally.
d. Provide a plant and animal species survev to include at a minimum,
species ofsoecial status that are known 10 inhabit binlol!ical communities
similar to those existin!! on site and condncted in accordance with the
!!uidellnes of the Florida Game and Fresh Water Fish CommissIon.
A reduced threatened and endangered species survey was conducted
according to the Florida Game and Freshwater Fish Commission's
guidelines. The reduced survey was done because of the site conditions of
the subject parcel and the surrounding properties. The survey was
conducted over a 10 day period from July 13 to July 23 of 2000. There were
no observations of any federally listed threatened or endangered species
during the survey. Linear transects were slowly walked during early
morning (0600-0830 on 07/13,18, & 23) and late afternoon (1630-1930 on
07/15,16, & 20). Any sign of wildlife usage of the site was lookedfor and
noted. Observations included visual observation of the animal, calls. tracks.
scat, and any other obvious sign. Summer is not the most advantageous time
to conduct species surveys and continued observations will be made
throughout the year. The following are State listed species that were
observed. The methods and results of this survey will be coordinated with
the Florida Fish and Wildlife Conservation Commission during the course
of the environmental resource permit application.
Common Name Scientific Name Habitat Sta tus
White Ibis Eudocimus albus Overhead SSC
Little Blue Heron Egrelta caerulea Canal sse
Snowy Egret Egrelta thula Canal SSC
No other listed wildlife species were observed on or adjacent to the subject
property. Please see the vegetation lists provided under sections 3.8.5..1.1.40
and 3.8.5.4. I. 5a for any listed plant species observed on the site.
Thefollowing are other state listed species that are known to inhabit similar
communities. None of these animals have been seen on or adjacent to the
subject property.
Common Name Scientific Name Habitat Status
Gopher Tortoise Gopherus polyphemlls 411 + 321 SSC
Gopher Frog Rana capito 4\1+321 sse
Indigo Snake Drymarchon cora is cOllperi 411 + 321 T
9
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
Woed Stork
Red-cockaded Woodpecker
Florida Panther
Fox Squirrel
Mycteria americana
Pica ides borealis
Felis concolor coryi
Sciurus niger
621,624
411
4 II ,624,321
411
E
T
T
sse
e. Indicate bow the proiect desil!n minimizes impacts on soe<:ies of special
status.
All of the protected species seen will still be able toforage on the site after
the project is completed. The lake banks and marsh creation area will
provide forage areafor a host of wading birds, including the endangered
wood stork.
6. Marine and estuarine resources.
No impacts to marine resources are proposed.
7. Noise.
a. Deseribe cbanee5 in decibels and duration of noise 2enerated dnriIU! and
after tbe proiect (botb dav and niebt) tbat will exceed Collier County
reeulations:
Noise generated by the construction equipment is not expected to exceed
Collier County limits.
b. Steps tbat will be taken to reduce noise levels durine and after tbe
proiect: and
No noise will be generated by the project either during or subsequent to
construction. that will exceed County, State. or Federal regulations. Noise
from construction will be typical of that generated by clearing and
excavation activities. and will be limited to normal working hours. All
supply deliveries will be made during normal working hours.
c. Project compliance witb Federal Aid Hiehwav Prot!ram Manual 7-3-3.
Not applicable.
3.8.5..U
Public Facilities and Services
1. Wastewater Manaeement
a. Describe nistine treatment facilities as to capacity, percent capacity
beint! used. type of treatment and deeree of treatment
The excavation site will provide portable facilities for the drivers and
equipment operators. These "port-o-Iets" will be maintained and exchanged
10
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
on a regular schedule. No permanent facilities are proposed.
b. If appliea ble, describe similar features of proposed new treatment
facilities.
Not applicable.
c. Describe lhe character and fate of both liquid and solid efflnents.
As stated above, no permanent facilities are proposed. The portable
facilities will be under a regular maintenance schedule.
2. Water Supply.
a. Estimate ofaveraee dailv IIOtable and non-lIOtable water demands by the
proiect. .
Potable water for the equipment operators will be provided from bottled
sources brought on site as needed. Non-potable water for wetting down the
construction road will be pulledfrom the lake as needed.
b. Source of the raw water supply.
See above description.
e. Analysis of on-site treatment systems relative to State and Countv
standards.
No on-site treatment systems are anticipated however, if needed, any on-site
treatment will adhere to all applicable State and County Standards.
3. Solid Wastes.
a. Estimate ofaveral!e daily volume ofsolid wastes.
Estimated solid waste production from the facility would be minimal. A
dumpster will be placed and maintained on site for solid wastes.
b. Proposed method of disposal of solid wastes.
Solid wastes will be disposed of at the Collier County Land Fill.
c. Anv plans for recvclinl! or resource recoverY.
Because of the nature of rhe project. none are proposed.
11
TOWNSEND FILL PIT
Environmental Impact Statement
July 2000 revised September 2000
4. Recreation and open spaces.
a. Acrea!!e and facilities demand resultin!! from the new use.
According to the Capital Improvement Element of the Collier County
Growth Management plan, the roadways and infrastruclure servicing the
project are all capable afhandling the traffic estimated to utilize the facility
with aut degrading the quality of the services. This project will not creale a
deficiency in these areas.
b. Amount of public park/recreation land donated bv the developer.
None.
c. Mana!!ement plans for anY open water areas of one-half acre or more
within the proiect.
The lake developed within the project will be constructed in accordance with
the County and South Florida Water Management criteria. Lake
management requirements may include periodic remaval of excess nuisance
vegetation within and around the lake on an as needed basis.
d. Plans for recreational development bY the developer on dedicated lands.
Not applicable.
e. Amount of public recreation lands removed from inventorv by the new
use.
None.
f. Development and/or blockal!e oraccess to public beaches and waters.
None.
5. Aesthetic and Cultural Factors.
a. Provide documentation from the Florida Master Site File. Florida
Department of State and any printed historic archaeolOl!ical surveys that
have been conducted on the proiect area.
Th< Florida Master Site File has been contacted No archa<ological sites
ar< located on the project sire.
b. Locate anv known historic or archaeolol!ical sites and the relationship to
the proposed proiect desil!n.
'vo historic or archaeological sites are located on the project site.
12
TOWNSEND FILL PIT
EnvironmeRtallmpact Statement
July 2000 revised September 2000
c. Demonstrate bow tbe proiect desi!!n preserves tbe historic/archaeolwical
inte1!rity of tbe site.
Not applicable.
d. Indicate anv natural scenic features tbat mi1!bt be modified bv the proiect
desi!!n and explain what actions sball be utilized to preserve aesthetic
values.
Not applicable.
e. Provide the basic architectural and landscapin!! desi!!ns.
None are proposedfor a project of this nature.
6. Monitorin!!.
a. Describe tbe desi!!n and procedures of anv proposed monitorin!! durin!!
and after site preparation and development.
The South Florida Water Management District may require a wetland
monitoring and maintenance plan for the proposed wetland creation and
enhancement activities. This plan will be coordinated with the District and
will be passed on to the County as it is finalized during the ERP process.
Linear transects with photo points will be established in the creation and
preservation areas. Annual monitoring of growth, coverage, exotic
infestation, and wildlife usage will be required. Successful design will need
to demonstrate at least 80% coverage by desirable appropriate vegetation
within three years of implementation.
Section 3.8.6 SPECIFICS TO ADDRESS
3.8.6.1 General: Tbe statement sbould specificallv address the followine:
3.8.6.1.1 &
3.8.6.1.2
Indicate how tbe proposed proiect bas incorporated the natural. aesthetic
and cultural resources and otber environmental considerations in the plannm!! and desien
oftbe proposed proiect. and list theenvlronmentalimpact(s) oftbe proposed action and
tbe reason(s) that the impact(s) are unavoidable and tbat the impact(s) represent the
minimum Im~acts possible to the environmental Quality of the site andlor the surroundin!!
area. whicb mil!ht be affected bv the proposed use.
The subject site is located in an area surrounded by agricultural d".;elopment and is
degrading rapidly due to exotic vegetation infestalian and hydrological manipulation. As
sllch. the subjecl sile is losing its functional vallles and is appropriate for Ihe ope of project
proposed. The projecl was designed to limil Ihe impacts to natural resources while still
\3
3.8.6.1.3
3.8.6.1.4
3.8.6.1.5
TOWNSEND FILL PIT
Environmental Impact Statemenl
July 2000 revised Seplember 2000
remaining economically viable Jar the applicant. Some on-site preserve area will be set
aside by the project. The preserve area will include retained native vegetation, created
wetlands. and cleared areas allowed to regenerate naturally.
Provide substantiated alternatives to tbe orowsed llroied so tbat reasons for tbe eboice
ofa course of action are clear. not arbitrary or caoricions.
The applicant considered several different properties beJore deciding on this parcel. Other
properties presented greater environmental impacts and challenges than this parcel. It was
Jelt that because oj its isolated nature, being surrounded by existing agricultural
development, and the degrading status oJthe vegetative communities, this property was best
suited Jar the project. While impacts to wetlands will occur, the wetlands ore oj lowered
Junctional quality due to surrounding activities, exotic inJestation, and prior site activities
(farming). Mitigation on-site to improve Junctional values would be a reasonable solution
to compensate Jar the impacts. This site is also much closer to development activities in east
Naples and Marco Island than other availablefill sources. This project would greatly reduce
the number oj dump trucks needing to travel on Immokalee Rd and CR 951, both oJwhich
are under considerable traffic pressures.
Immediate sbort-term and lone-term imoacts to the environment.
Short-term impacts will include the clearing, excavation andfilling phases oJthe project and
the impacts associated with the removal oJthe exotic vegetation from the entire site.
Long-term impacts will include; increase in local truck traffic made by the customers oJthe
Jacility but decrease in truck traffic from other areas under much more traffic pressures, the
loss oj recharge area to the lake, and the loss oj some marginal wildlife habitat. The
roadways and utility services are all either adequate or slated Jar improvement according
to the Capital Improvement Element oJthe County Growth Management Plan. Because oj
this. the project will not place any undue demands on theseJacilities.
Long-term positive impacts will include; the creation oj a native community by installation
oJnative vegetation. increased. dedicatedJorage habitatJor wildlife through the preservation
and enhancement oj on-site and off-site areas. Other results oJthe project include providing
fill ro construction activities in the Marco and East Naples area thereby reducing travel
rimes and distances and the associated costs Jar supplying these sites.
Anv irreversible and irretrievable commitments of natural resources wbich would be
involved if Ibe orooosed aclion should be imolemented.
Th<, existing vegetation will be cleared in the permitted areas to accommodate the permitted
uses and structures. The fill generatedjrom the activity will be sold to off-site entities. The
d<,wlapment and mitigation plans wiil provideJor the enhancement oJon-site werlands and
th<, perpetual preservation oj these wetlands in a viable. exotic-free state.
14
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TOWNSEND FILL PI7
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'HETLAND VEGETATION RETAINED AND
MAINTAINED ALONG IJITH BUFFER
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TOWNSEND FILL Pl1
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SOILS
CODE
21
HYDRIC
YE
NE SAND l.s.
SOILS BASED ON USDA SOIL SURVEY
OF COLLIER COUNTY, FLORIDA 1998.
NOTE,
ALL ACREAGES ARE APPROXIMATE AS NO BOUNDARY
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THESE DRAVINGS ARE FOR PERMITTING PURPOSES
ONLY AND ARE NOT INTENDED FOR CONSTRUCTION
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TOWNSEND FILL PIT
....""
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SOILS MAP
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(2) Holopaw Fine Sand, Limestone Substratum - This nearly level, poorly drained soil is in
sloughs and broad poorly defmed drainage ways. Individual areas are elongated and irregular in
shape and range from 20 to 300 acres. The slope is 0 to 2 percent.
Typically, the surface layer is dark gray fme sand about 5 inches thick. The substratum layer is
fme sand to a depth of about 52 inches; the upper part is light gray and the lower parties light
brownish gray. The subsoil extends to a depth of about 62 inches; the upper part is dark grayish
brown fine sand and the lower part is dark grayish brown fme sandy loam. Limestone bedrock is
at a depth of about 62 inches.
[n 95 percent of the areas mapped as this soil, Holopaw and similar soils make up 78 to 97
percent of the map unit. The characteristics of Malabar, Pineda and Riviera soils with limestone
substratums are similar.
Soils of dissimilar characteristics included in this unit are sman areas of Basinger, Boca and
Chobee soils on similar landscape positions. These soils make up about 3 to 22 percent of the
unit.
The permeability of this soil is moderately slow. The available water capacity is low. In most
years, under natural conditions, the seasonal high water table is within 12 inches of the surface
for 3 to 6 months. In other months, the water table is below 12 inches and recedes to a depth of
more than 40 inches during extended dry periods. During periods of high rainfall, the soil is
covered by shallow slowly moving water for periods of about 7 to 30 days.
Natural vegetation consists of scattered south Florida slash pine, cypress, cabbage palm,
sawpalmetto, waxmyrtle, sandcordgrass, chalky bluestem and gulfmuhly.
This soil is poorly suited to cultivated crops because of wetness and droughtiness. With good
water-control measures and soil improving measures, the soil can be made suitable for many
fruit and vegetable crops. A water control system is needed to remove excess water in wet
seasons and provide water through subsurface irrigation in dry seasons. Row crops should be
rotated with cover crops. Seedbed preparation should include bedding of the rows. Fertilizer
and lime should be added according to the need of the crops.
With proper water control, the soil is moderately suited to citrus. Water control systems that
maintain good drainage to an effective depth are needed. Bedding the soil prior to planting
provides good surface and internal drainage and elevates the trees above the seasonal high water
table. A good grass cover crop between the trees helps to protect the soil from blowing when the
trees are younger.
With good water control management, this soil is well suited to pasture. A water control system
is needed to remove excess water during the wet season. It is well suited to pangolagrass,
bahiagrass and clover. Excellent pastures of grass or grass-clover mixtures can be grown with
good management. Regular applications of fertilizers and controlled grazing are needed for
highest yields.
This soil is well suited for desirable range plant production. The dominant forage consists of
blue maidencane. chalky bluestem and bluejoint panicum. Management practices should include
deferred grazing. This Holopaw soil is in the Slough range site.
This soil has severe limitations for most urban uses because of the high water table. To
overcome this limitation, building sites and septic tank absorption fields shollld be mounded.
This soil also has severe limitations for recreational development because of wetness and sandy
texture. Problems associated with wetness can be corrected by providing adequate drainage and
drainage outlets to control the high water table. The sandy texture limitation can be overcome by
adding suitable topsoil or by resurfacing the area.
This Holopaw soil is in capability subclass IVw.
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Ms. Marlelle J(jll:hcncr
Turrell & Associates, Inc.
3534 Exchange Avenue
SUile B
Naples, FL 34104
Fax (941)643-6632
FlORIDA DEPARTMENT OP STATE
DIV1510N OF HlSTORlCAL RESOURCES
Dear Ms. KilChener:
In response to your inquiry of July 18. 2000, the Florida Master Site File list. one archaeological site in
the following pan:els of Collier County:
/S
~ ~ ./J 5""
T 488, R26E. Sectlon 30; IS, R27E, Seetion 18 . '
l, J,r6.
In interpreting the results of our search, ple~ remember the following points:
. Areas which have not been completely surveyed, such as yours. may contain unrecorded
archaeologiC41 .ites or historiC4! structures.
. While many of our records relate to historically .ignificant properties. the entry of an archaeological
site or an historical structure on the Florida Master Site File does not necessarily mean that Ihe
slnlCoJre is significant.
. Since vandalism is common at Florida sites, we ask thai you limit the distribution of location
information on archaeological .ite..
. As you may know, federal and state lawa require formal environmental review for !ome
projects. Record !Carcb., by tbe staft' of tbe Florida Master Site File do not constitute
such a review. If your projed fall. ander tbese laws. you sbould contact the
Compliance Review Section of the Bureau or Hi~tQric Preservation at 850-487-2333 or
at this addres..
If you have any further qu.stions concerning the Florida Master Site File. pl.... contact us as below.
Sr..te SunCom: 277-2299
Fax line: 350-921.0)72
Em.iI: fmsfi'e@mail.dOJ.slafe.j1.w
Web: hnp.//www.daslfafe.jl.wldhrlrn.sjl
DrRECTOR'S OFFICE
R.A Groy Bulldlng * 500 South Bronough Street. TlIl.th.....,. Florida 32399..o-l5O . (850)0188-1-180
FAX. (850) 0188-3353 . WWW Adds... http-/fwww.dos..l.lt.fl.u5
Ll ARCHAEOLOGICAL RESEARCH 0 HISTORIC PRESERVATlON Ll HISTORICAL MUSEUMS
'.IFSF\lXX:SITl.Ul'UITlI'lWitw,rJc< )vI>, 1/. ]OIXJ
sinLM~
Dawn M. Creamer. 850-437-2299
Senior Dar.. AMly", Florid. Moste< Sile File
Division of Historical Resou:rces
R. A. Gray Building
500 South Bronaugh StfC1:t
Tollaha..ee. Florida )2)99.0250
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CODE DESCRIPTXON
211 IMPROVED PASTURE
213 WOODLAND PASTURE
411 PINE FLATWOOOS
427 LIVE OAK
524 LAKES
621 CYPRESS
624 CYPRESS - PINE CABBAGE PALM
740 ____ DISTURBED LAND
TOTAL
-~:~,. Turrell & Associates, Inc. TOWNSEND FILL PIT
~,. Manne & EnvIronmental Consultmg
. 3584 E"hange Ave. Suite B. Naples, FL 34104-3132 FLUCCS MAP
Email: lUilli'glUIKlHssociaIes,corn Phone: (239) 64).0166 Fax: (B9) 64J..6f>32
1<0 NlA
ll3-06-06 NJA
JOO NO: 0013 N/A.
SECTION- TOWNSHIP-
l~" :!{I(l"
RANGE-
Townsend Property
Section 18, Township 51S, Range 27E
Threatened and Endangered Species Report
Prepared by
Turrell & Associates
December 2006
TOWNSEND PROPERTY
SI8, T5IS, R27E, Collier County, Florida
Thnakned and Endangered Species Report
December 2006, TIT #0013
I. INTRODUCTION
The proposed Townsend project encompasses a total of approximately 43 acres.
The property is located in Section 18, Township 51 South and Range 27 East
Collier County, Florida. The subject parcel lies about 3 miles east of CR 951,
north of US 41 and west of an existing concrete plant. In the past, a portion of the
site was used for row crop agriculture but was allowed to go fallow. The entire
site had been invaded by exotic vegetation (mainly Brazilian pepper) but
especially the fallow crop land. The fallow land was cleared of exotics several
years ago and a portion of the site was then used as a mulch depository. Currently,
most of the mulch has been removed and the subject parcel consists of a forested
undeveloped area of approximately 24 acres, and the remaining 19 acres of open
undeveloped lands.
To characterize surrounding land use, the parcel is bordered to the east by a
narrow fallow crop area between the property and the concrete plant, to the south
by US 41, and to the west and north by agricultural lands (grazing and row crop).
The parcel appears to have been heavily influenced by historic pumping practices
of the neighboring fanns.
To consider potential effects of the proposed project on any state or federally
listed species that may utilize the property for feeding/foraging and/or nesting, a
Threatened and Endangered Species Survey was originally performed in 1999 and
2000. Subsequent site visits and observations have served to update the listed
species analysis and keep the document current. Ibis report summarizes the
results of the subsequent survey activities that have continued to date on the
subject property.
n. METHODOLOGY
Prior to any wildlife survey, careful consideration is given to the habitat type/s in
question and species that are known to utilize such areas. Before any survey is
carried out a number of publications and references are consulted. 1bese include:
The Official list of Florida's Endangered Species, Threatened Species and
Species of Special Concern Oatest dated June, 2006), Florida Fish and Wildlife
Conservation Commission (FWCC) Wildlife Methodology Guidelines, The
Standardized State-listed Animal Survey Procedures for SFWMD ERP Projects,
and the Florida Natural Areas Inventory (FNAI) for Collier County.
The basic objective of any wildlife survey is to obtain evidence that a listed
species is using the subject site. The site may comprise a primary or secondary
feeding/foraging or nesting zone or merely be adjacent to those sites for a
particular listed species. AB many species of concern in Florida are
cryptic/camouflaged and/or nocturnal/crepuscular, patience and sufficient time
must be devoted to the survey.
TOWNSEND PROPERTY
S 18, T51 S, R27E, Collier County, Florida
Threlllened arut Endangered Species Repol1
December 2006, TIT #0013
Aerial photos and FLUCCS mapping are consulted prior to arriving on-site and a
system of meandering transects is followed throughout the subject area. The most
recent field study traversed the entire site in a series of transects spaced
approximately 50 to 75 feet apart. Fieldwork has taken place sporadically from
April 2000 to December 2006 (years 2000, 2003, and 2006)
A list of survey dates, times, and ambient weather conditions is provided below.
TIMES TEMPERATURE WIND
SURVEY DATE SURVEYED ("F) CONDmONS WEATHER
0411812000 1500 - 1830 800 Calm Clear
0511612000 0630 - 1200 700 5-10 Cloudy
07/13/2000 0600 - 0830 800 5 PI Cloudy
07/1512000 1630 - 1930 820 5 PI Cloudy
07/1612000 1630 - 1930 900 10 PI Cloudy
0711812000 0600 - 0830 820 5 Cloudy
07/20/2000 1630 - 1930 890 15 Rain
07/23/2000 0600 - 0830 770 Calm Cloudy
09/2112000 0630 - 1200 800 5 -10 Cloudy
08/612003 0700-1000 820 Calm Clear
08127/2003 1100-1900 900 5-10 Rain
. 09/1112003 0630 - 0900 750 10 Clear
0911612003 0630 - 0900 750 5-10 Clear
0311812004 0630 - 0830 650 5 Clear
03/04/2006 0630 - 1000 650 10 Clear
03/0612006 1500 - 1830 670 10 PI Cloudy
12/12/2006 1500 - 1800 770 5 Clear
12/1412006 0630 - 1100 700 5-10 Rain
A slow pace along transects was maintained, stopping every few minutes to look
and listen for movement or calls of any ,mimal. Indirect evidence such as
rootings, scrape marks, nests, cavities, burrows, tracks and scat were looked for
and duly noted. Due to the bird life observed on the property, time was also spent
sitting in one spot and noting birds flying and foraging around the property.
While no blind was used, the birds observed became quickly acclimated to human
presence and were not disturbed once the observation position was established.
TOWNSEND PROPERTY
S18, T51S, R27E, Collier County, Florida
Threatened and Endangered Species Report
December 2006, TIT i#0013
m. RESULTS AND DISCUSSION
A list of species that would be expected to occur on the subject site can be given
through analysis of known vegetative communities both on-site and contiguous to
the site and available background data Sources include the Fish and Wildlife
Service Multi Species Recovery Plan, Part 2, Appendix C, Species of Concern
and their Respective Community Types in South Florida, in addition to
communication with personnel at state and federal wildlife agencies.
Vegetative communities are presented by FLVCFCS code with numbers in
accordance with the supporting map together with potential wildlife species.
Consideration of the suitability and likelihood for a given community to support a
particular species is given in light of adjacent and contiguous land uses.
Abbreviations used in the discussion are as foIlows;
F = Federal
S = State
E = Endangered
T = Threatened
SSC = Florida Species of Special Concern
C = Federal Candidate
*= FWS Species of Management Concern
R = Rare
FLUCFCS CODE 411: Slash Pine Flatwoods
Appendix C lists the foIlowing potential species within the community type Mesic
Pine Flatwoods; Florida Weasel (Mustela frenaata peninsulae, R), Big Cypress
Fox Squirrel (Sciurus niger avicennia, *), Florida Black bear (Ursus americanus
jloridanus, FC, ST), Florida Panther (Puma concolor coryi, FE, SE), White Ibis
(Eudocimus albus, SSC), American Kestrel (Falco sparverius paulus, *, ST),
Sandhill crane (Grus caruulensis pratensis, ST), Bald eagle (Haliaetus
leucocephalus, FT, ST), Red cockaded woodpecker (Picoides borealis, FE, ST),
Audubons crested caracara (Polyborus plancus audubinii, FT, ST), Eastern Indigo
snake (Drymarchon corais couperi, Fr, ST), Gopher tortoise (Gopherus
polyphemus, ST), Eastern Beard grass skipper (Atryone arogos arogos, *).
Of the above species, the Big Cypress Fox Squirrel, Florida Panther and Black
Bear were highlighted by the V.S Fish & Wildlife Service (FWS - Andy Eller) as
potentially occurring on this site or utilizing portions for range or feeding
grounds. No RCWs were observed during the threatened and endangered species
survey of this site. Wood Storks (FE) were also highlighted as potentially utilizing
the site because of the wet nature of the existing conditions. Typical habitat
required by the Big Cypress Fox Squirrel consists of mature open slash pine
adjacent to cypress forests. The majority of the property does consist of pine
flatwoods.
TOWNSEND PROPERTY
S 18, T51 S, R27E, Collier County, Florida
ThretJteMd and Eltdongend Species Report
December 2006, 'ITf 1#0013
FLUCFCS CODE 643: Wet prairie
Appendix C lists the Cape Sable seaside sparrow (Ammodramus maritimus
mirabilis, FE, SE), Tricolor Heron (Egretta tricolor, SSC), Snowy Egret (Egretta
thula, SSC), Little Blue Heron (Egretta caerula, SSC), White Ibis (Eudocimus
albus, SSC) as species that may utilize this vegetative community.
FLUFCS CODES 621 /624: Mixed Cypress / Pine
Listed species potentially observed within this classification include most of the
species listed under vegetative community 411 as well as the following: Ivory
Billed Woodpecker (Campephilus principalis, FE, SE) and Wood Stork (Mycteria
americana FE). No sightings of the Ivory Billed Woodpecker have been verified
on the US mainland in recent years except for a potential sighting in Arkansas last
year. Wood storks were observed as described later in this report.
FLUFCS CODES 742: Borrow Areas & 744:Fill Areas
. These areas are small in nature and would not on their own support any listed
species, however they can provide support to the main vegetative areas and the
species potentially seen in them would be equal to those listed above.
A list of all wildlife species observed on or adjacent to the site is provided below.
Common Name
Scientific Name
(Listing)
Fish and Aquatic Invertebrates
Mosquito fish
American flagfish
Golden topminnow
Sailfin molly
Wa1k:ing catfish
Unidentified cichlids (non-native)
Apple Snail (non-native)
Dragonfly nymphs
Crayfish
Gambusia affinis
lordanella floridae
Fundulus chrysotus
Poecilia latipinna
Clarias batrachus
Reptiles & ). mnhibiaDs
Southern toad
Cuban treefrog (non-native)
Florida cooter *
Florida soft-shelled turtle *
Green anole
Black racer
Water moccasin *
Birds
Anhinga*
Mottled Duck
Snowy egret
Cattle egret
American egret
Great blue heron
Tricolored heron
little blue heron
Green-backed heron
Least bittern *
White ibis
Limpkin
Wood stork
Black-necked stilt
Killdeer
Swallow-tailed kite *
Snail Kite
Red-shouldered hawk
Bald eagle
Turkey Vulture *
Mourning dove
Red-bellied woodpecker
Downy woodpecker
Blue jay
Cardinal
Carolina wren
Grackle
Palm warbler
Mockingbird
Blue-grey gnatcatcher
White Eyed Vireo
Unidentified warblers
TOWNSEND PROPERTY
SI8, T5IS, R27E, Collier County, Florida
Threatened and EmiDngered Specie. Report
December 2006, 1Tf#OO13
Bufo terrestris
Osteopilus septentrionalis
Pseudemys floridana
Apalone ferox
Anolis carolinensis
Coluber constrictor
Agkistrodon piscivorous
Anhinga anhinga
Anas fulvigula
Egretta thula
Bubulcus ibis
Casmerodius albus
Ardea herodias
Egretta tricolor
Egretta caerulea
Butorides striatus
lxobrychus a:ilis
Eudocimus albus
Aramus guarauna
Mycteria americana
Himantopus mexicanus
Charadrius vociferus
Elanoides forficatus
Rostrhamus sociabilis
Buteo lineatus
Haliaeetus leucocephalus
Cathar1es aura
Zenaida macroura
Melanerpes carolinus
Picoides pubescens
Cyanocitta cristata
Cardinalis cardinalis
Thryothorus ludovicianus
Quiscalus quiscula
Dendroica palmarum
Mimus polyglottos
Polioptila caerulea
Vireo griseus
(SSC)
(SSC)
(SSC)
(SSC)
(SSC)
(SSC)
(SSC)
(FE, SE)
(ST)
(FE, SE)
(Fr, STY
TOWNSEND PROPERTY
S18, T51S, R27E, Collier County, Florida
Threatened and Endangered Speck. Report
December 2006, TIT #0013
Mammals
Nine-banded armadillo
Marsh rabbit?? (scat)
Raccoon (tracks)
Otter
White-tailed Deer (tracks)
Dasypus novemcinctus
Sylvilagus palustris
Procyon lotor
Lutra canadensis
Odocoileus virginianus
*
Observed on adjacent properties or flying overhead.
IV. SUMMARY
Ai; can be seen from the list above, this site supports a myriad of bird species,
mainly during the rainy season and as the property starts to dry out. Immediately
to the north of the property is a relatively shallow marsh wetland system that was
created when topsoil was removed 10 to 15 years ago. A canal that used to run
along the western side of the property was also filled in and as a result, a lot of
water builds up and flows across this site during the wet season. Wood storks,
snail kites, and limpkins have all been observed actively foraging on the site.
Several fence posts surrounding the property have piles of apple snail shells piled
around them, a result of the feeding snail kites. There is also an active eagle's
nest located at the northern end of the property. During the site surveys in 2003,
it was noted that several trees had what appeared to be starter nests in them but no
actual nest was observed. During the most recent survey, the active nest was seen
and documented to have two eagles sitting on eggs. It appears as though the
marsh to the north is adequate to support this nest as that is where most foraging
activities have been documented for this eagle pair.
While the site is located next to a major road and an existing concrete plant, it still
supports a wide variety of local wildlife. We would recommend that if
development of this site is to occur, that the development footprint be focused on
the southern half of the property where most of the historical impacts have
already occurred. This would provide a buffer for the existing eagle nest and
allow the wildlife currently utilizing this site to continue to do so.
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EXHIBIT V.D.5
DATA & ANALYSIS TO SUPPORT THE SUITABILITY OF LAND FOR THE
PROPOSED USE
Analysis ofIndnstrial Land Requirements
Geographic Areas for Demand Analysis
For purposes of this analysis, Collier County has been divided up into a north and south
geographic area. The thrust of this analy,sis is to determine the need for more industrial
land in the south geographic area of Collier County. The division between the north and
sough geographic areas is based on census tracts lying south of a line represented by
Alligator Alley and Davis Boulevard in a general sense realizing that census tracts do not
align exactly with this line of division. The census tractS which comprise the geographic
area for which a demand analysis for industrial land will be made includes census tracts
105.02,105.04,106.01,106.02,106.03,106.04,107.01,1 07 .02, 1 08.Q1, 1 08.02, 1 08.03, 1 09.01,
109.02,109.03,110,111.01, and 111.02.These census tracts most closely align with the
following Planning Communities established by Collier County in its Growth
Management Plan, and which also serve to provide base line information upon which the
demand analysis is based. They are: East Naples, South Naples, Marco, Royal Fakapalm
and Big Cypress.
Study Methodology
The study methodology is based on estimating the number of employees that are engaged
in land uses generally assigned to the industrial zoning classification and the amount of
land currently zoned industrial and developed, to estimate the number of workers per acre
of developed land. This multiplier will then be used to estimate the amount of additional
acres required to support the estimated increase in number of industrial jobs. The
methodology also includes an evaluation of the amount ofland currently zoned industrial
and undeveloped.
Industrial Sector Jobs
A determination of industrial sector jobs is based on those jobs identified by the U.S.
Department of Labor, Bureau of Statistics and Collier County 2003 Demographic and
Economic Profile under the heading construction, manufacturing, transportation
communications and public utilities, and wholesale trade.
Published data for all of Collier County (2002 Woods & Poole Economics, Inc.) advise
that there were 24,170 persons employed in above defined target sectors of employment
in the year 2000. The number of persons employed in these same sectors is projected to
increase to 33,351 persons for a 72% increase by the year 2025.
1.\Projeds\807\8074i'\P/annmg\Al1alysJs oflndusbia/LiitlcI ReqwfeIDtnls_doc
An analysis of these same sectors of employment based on the defined census tracts and
planning communities comprising south Collier County indicate that there are 8,036 jobs.
If one assumes that the same 72% increase will hold for south county new households,
then this same area may expect to have 13,822 jobs in the year 2025 in the stated target
industrial sectors.
Assessment of Industrially Zoned Land (See pun Planning Community Maps)
1. East Naples Planninl! Community
Industrially zoned acreage is reported as 48 acres of which 8.22 acres remains vacant.
Empirical evaluation suggests the amount of vacant land may not be of this magnitude as
it appears most of the land zoned industrial in this planning community is developed.
Westview Plaza it appears, is for all practical purposes developed as of this date.
2. South Naples Planninl! Community
Industrially zoned acreage is reported as 55 acres of which 0.74 acres remains vacant.
Empirical evaluation suggest some discrepancy here inasmuch as it appears the major
part of Westport Commerce Center at 31.5 acres is vacant although the Westport
Commerce Center is acknowledged as being in the South Naples Planning Community as
evidence by the Community's depiction of Planned Unit Development Districts (PUD'S)
Map.
3. Marco Planninl! Community
There is no industrially zoned land in the City of Marco Island
4. Roval Fakapalm Planninl! Community
Industrial zoned land is reported as 554 acres (Ford Test Center) and is for all practical
purposes not available for non-related industrial uses. Analysis of PUD data however
advises of additional industrial land on Collier Boulevard, ASGM Business Center at
40.88 acres.
5. Bil! Cypress Planninl! Community
Collier County recognizes 0.86 acres of industrially zoned land.
The Collier County 2001 Industrial Inventory compilation by planning community shows
a total zoned acreage of 658.13. This number is heavily skewed by the Ford Test Center
that alone comprises 530.33 acres and for all practical purposes is not available for non-
related industrial uses. While geographically not located within the area for which this
demand analysis is being made, City Gate PUD, and White Lake PUD, approximately
nine (9) road miles distant and north ofI-75/ Alligator Alley, allows industrial land uses
that are close enough that they can not be ignored as meeting some of the south county
demand requirement for industrial land. Relative to the subject property, for which this
demand analysis is made, with or without the City Gate and White Lake PUD'S, there is
sufficient reason to accept the premise that additional industrial land is required in the
'1h;joc:,~\;j'F\i!tl;4:IPlann;;;SlV..n-)il"'S 1)1 il)(i',:;!,;al L~i'll R'-(jv,mm,'lll,.,jc,,;
south county area. The amount of the demand estimate is far greater than the size of the
subject property that is only 42.5 acres, whereas the demand estimate is 485 acres.
Further compounding the availability of industrial land for jobs in construction,
manufacturing, transportation and wholesale trade is the fact that PUD's that on the
surface provide for industrial land uses, also allow commercial uses which all to often
preempt the use of these PUD's for manufacturing jobs. Therefore, one cannot conclude
that, based on the above data, a definitive amount of acres of land is available for
industrial purposes in the south Collier County area as defined above. Our best estimate
is that no more than 50 acres of land is available for an industrial type of land use,
generally that use permitted by the industrial zoning district in the planning communities
that comprise the south Collier County area as defined above. This availability is
primarily limited to Westport Commerce Center and ASGM Business Center.
Future Industrial Land Use Demand
Future estimates ofland required for industrial development in the sector areas defined in
this report advise that on the basis of the jobs in theses sectors county wide and the
number of acres zoned industrial, minus the Immokalee industrial land, there are 8.3 jobs
per acre of industrially zoned land. The estimated growth in industrial sector job (33,351
in the year 2025) would require 4,018 acres of industrially zoned land or 1,105 additional
acres countywide.
Based on the above analysis the ratio of workers to zoned industrial land is 12.21 workers
per acre (based on currently zoned industrial land and the number of industrial sector jobs
residing in the south County area we have defined for purposes of this demand analysis).
As reported above, industrial sector jobs are expected to increase from 8,036 jobs to
13,822 jobs. At the current workers per acre ratio in the south planning communities
identified for this demand study 1,142 acres of industrially zoned land will be required by
2025, an increase of 485 acres above current existing and planned Industrial zoned
property.
We understand that the methodology to estimate future demand for industrial zoned land,
based on jobs per acre of industrially zoned land, may not be exact. However, we believe
the methodology does provide basis to estimate future requirements for industrial land.
Jobs flow may not have a direct relationship to place of residency, but after all the
variables are accounted for one should be able to conclude that the current ratio of jobs to
acreage will remain constant as jobs increase in numbers in any given geographical area.
Additionally, transportation considerations should also be a factor in determining
employment centers. In Collier County, we may have mistakenly allowed too much
employment to locate too close to the coastal area. The current weighted traffic
movements from the eastern portion of Collier County to western coastal area in the
morning hours, and reversed in the evening has been the subject of much transportation
planning changes. It would appear that these to and from work patterns need to be more
diffused and this can be achieved by placing employment centers east of Collier
;"P'-oJ/xl,; .t.'! :,,\8,,;.' ;"\P:~""ifl!JI;\(;~!!,~I.\ d ,;mlt-sln3; L,md 1ip.("w(,"'~nIS. ;1(;';:
Boulevard and thereby affecting the abnormal one-way direction of employment related
travel patterns that now exist.
Summary Demand Analysis Table
Evaluation Year Year Increase
Criteria 2000 2025 % or Acres
County-wide
No. ofEmolovees 24,170 33,351 72%
Industrially Zoned 2,913 (2003) 4,018 1,105 AC
Land
Ratio of
employment to # of 8.3 8,3 N/A
Acres
South County *
No. of Emoloyees 8,036 13,822 72%
No. Acres 658 (2003) 1,142 485 AC
Ratio of
Employment to # of 12.2 12.2 N/A
Acres
*Note: South County area includes the following Planning Communities
East Naples, South Naples, Royal Fakapalm, Big Cypress and Marco
COMPATIBILITY WITH SURROUNDING LAND USES
Existing Surrounding Land Uses
Contiguous lands are of significant acreages, and are undeveloped. They have been used
for agricultural practices in the past. Within the near environs and east of the subject
property lies certain industrial and commercial zoning that currently has a concrete batch
making facility, industrial warehouses and a flea market (SDP approved and building
permit issued). The East Tamiami Trail is a State highway and is multi-lane at street
: '.f'r','!r;-c'~, i2i.)!L~(i7 ,; !.ii";;II'!".-;,'i,/JJ'~i)'~i> of IN:v:;!r ;;;;! i.di'U r'cq",mm'ill'\. <],0;
intersections, but otherwise is a two-lane facility. It is inevitable that this highway will be
multi-laned in the future, as urbanization intensifies from such approved developments as
Fiddler's Creek and Boyne South, Walnut Lakes and others.
The proximity of the non-residential uses described above, near by mining operation and
salvage yard seriously erode the likelihood of residential uses for the subject property,
therefore development of the subject property is compatible with its surrounding environs
and equally as important will add a dimension of services and employment to nearby
residential areas.
Protection of Environmentally Sensitive Land, Ground Water and Natural
Resources
Approximately one-half of the property has been disturbed by farming practices. The
remainder consists of forested area. Environmental analysis of the site advises
approximately 10.2 acres of cypress and pine/cypress mixed forest. Jurisdictional
wetlands comprise 24% (10.2 acres) of the site. Environmentally sensitive lands and
natural resources will be protected to the degree required by law during the final
development process.
Development of the property with industrial uses will utilize public sources of sanitary
sewer facilities and potable water supplies. No impact to ground water sources is
expected to occur as a result of the development.
':':"">"'''.:'.,'n_~,Ac;.~:'',''I:"",'il'(/,';;..,!;';;.'$ 0: 'r;ri!,oir,,')! Lc;"c' !<r;fi,I:,,.'..rlUI1'''.''''-:
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PL.INN/NC CfJ.\/.\{(fNrn"
P?P~RED B. {.fI~PI1'(~ ~!lD IE(l-lNI'~h SL'PI'OP.T -.rOI(,N
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COLUER COUNTY 2003 DEMOGRAPHIC AND ECONOMIC PROFILE, Page 50 of 238;;;J;
peD. rO.\IJ/ERCIAL A.VD INDUSTRIAL ZONING WITfII.'V TIfE
SOUTH NAPLES PLANNING COM,\IUNITY
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COLLIER COUNTY 2003 DEMOGRAPHIC AND ECONOMIC PROFILE, Page 51 of ~JX~
CONSTRUCTION INDUSTRY
P049001 P049002 P049029 P049006 P049033
Employed civilian Employed civilian I _
Employed civilian Employed civilian Employed civilian population 16 population 16
population 16 population 16 population 16 years and over: years and over:
years and over: years and over: years and over: Male; Female;
Total Male Female COnstruction Construction
Census Tract
1 05.~~ Collier
Coun . Florida 2.566 1.323 1.243 19 32
Census Tract
105.04. Collier
Countv, Florida 2.664 1,362 1,322 176 64
Census Tract
106.01, Collier
Cou~tv', Florida 1.365 815 550 267 30
Census Tract
106.02, Collier
Countv, Florida 1.505 602 703 205 49
Census Tract
106.03. Collier
Countv", Florida 2.483 1.201 1.262 176 60
Census Tract
106.04, Collier
COuntv, Florida 1,197 669 526 136 15
Census Tract
107.01. Collier
Countv, Florida 2,266 1.372 894 465 36
Census Tract
107.02, Collier
Countv. Florida 1.910 1.224 666 442 40
Census Tract
108.~~. Collier
Coon . Florida 1.166 624 562 66 9
Census Tract
108.02, Collier
Countv, Florida 2.621 1.735 1.086 546 66
Census Tract
108.03, Collier
Countv", Florida 1.429 640 569 200 0
census Tract
109.~~, Collier
Coun ,Florida 1.465 760 725 53 42
Census Tract
109.02, Collier
Countv', Florida 1,546 660 666 102 5
Census Tract
1 09:~~, Collier
Coun ,Florida 1,662 639 643 135 32
Census Tract 110,
Collier County,
Florida 662 476 404 51 6
Census Tract
111.01, Collier
Countv, Florida 1.965 1.096 689 264 22
Census Tract
111.02, Collier
Countv, Florida 1.917 1.269 646 174 2
TOTAL 30,911 3700 530
Boo.tl..~
Total:
4230
MANUFACTURING INDUSTRY
P049001 P049002 P049029 P049007 P049034
Employed civilian Employed civilian
Employed civilian Employed civilian Employed civilian population 16 population 16
population 16 population 16 population 16 years and over: years and over:
years and over: years and over: years and over: Male; Female;
Total Male Female Manufacturina Manufacturina
Census Tract
105.02. Collier
Coontv.. Florida 2,566 1.323 1,243 32 H
Census Tract
105.:. Collier
Coun ,Florida 2.684 1,362 1.322 97 5
Census Tract
106.01. Collier
Cauntv, Florida 1,365 815 550 83 4
Census Tract
106.02, Collier
Coun~, Florida 1,505 802 703 48 18
Census Tract
106.~;;; Collier
Coun ,Florida 2.483 1,201 1.282 61 12
Census Tract
106.04, Collier
Countv", Florida 1.197 669 528 18 16
Census Tract
107.01, Collier
Countv. Florida 2.266 1.372 894 38 34
Census Tract
1 07 .~~' Collier
Coun . Florida 1.910 1,224 686 28 28
Census Tract
108.01, Collier
Countv, Florida 1.186 624 562 0 0
Census Tract
108.02, Collier
CQuntv", Florida 2.821 1,735 1.086 108 59
Census Tract
108.03, Collier
Countv, Florida 1,429 840 589 45 11
Census Tract
109.01, Collier
County, Florida 1.485 760 725 28 0
Census Tract
109.02, Collier
County', Florida 1.548 860 688 2' 0
Census Tract
109.03, Collier
Countv, Florida 1.682 839 843 51 40
Census Tract 110,
Collier County,
Florida 882 478 404 22 8
Census Tract
111.01, Collier
Countv, Florida 1,985 1.096 889 27 17
Census Tract
111.02, Collier
Countv, Florida 1.917 1,269 648 35 2
TOTA:l 30,911 746 273
9ooI"1.'~
Total:
1019
WHOLESALE INDUSTRY
P049001 P049002 P049029 P049008 P049035
Employed civilian Employed civilian
Employed civilian Employed civilian Employed civilian population 16 population 16
population 16 population 16 population 16 years and over. years and over:
years and over; years and over: years and over: Male; Wholesale Female;
Total Male Female trade Wholesale trade
Census Tract
105.02. Collier
Countv-, Florida 2.566 1,323 1,243 45 10
Census Tract
105.04, Collier
County. Florida 2.684 1.362 1.322 32 0
Census Tract
106.01. Collier
County. Florida 1.365 815 550 25 0
Census Tract
106.02, Collier
Countv, Florida 1.505 802 703 23 6
Census Tract
106.03, Collier
County. Florida 2.483 1.201 1.282 57 35
Census Tract
106.04, Collier
Countv, Florida 1.197 66 528 4 19
Census Tract
107.01. Collier
County, Florida 2,266 1.372 894 43 10
Census Tract
107.02, Collier
County. Florida 1.910 1.224 686 30 8
Census Tract
10B.01, Collier
County, Florida 1.186 624 562 13 8
Census Tract
106.02, Collier
Countv. Florida 2.821 1.735 1.086 22 0
Census Tract
108.03, Collier
County, Florida 1.429 840 589 57 23
Census Tract
109.01, Collier
Countv, Florida 1.485 760 725 17 6
Census Tract
109.02, Collier
Countv, Florida 1.548 860 688 13 16
Census Tract
109.03, Collier
County. Florida 1.682 839 843 53 23
Census Tract 110,
Collier County,
Florida 862 478 404 32 8
Census Tract
111.01, Collier
County, Florida 1.985 1,096 889 19 21
Census Tract
111.02, Collier
County. Florida 1.917 1.269 648 77 34
TOTAL 30,911 562 227
_"II;
Total:
789
TRANSPORTATION INDUSTRY
PQ49001 P049002 P049029 P049010 P049011 P049037 P049038
Employed civUian Employed civilian
population 16 Employed civilian population 16 Employed civilian
years and over: population 16 years and over: poputatlon 16
Employed elvilian Employed elvHian Employed civlllan Male; years and over: Female; years and over:
population 16 population 16 population 16 Transportation and Male; Transportation and Female;
years and over: years and over: years and over: warehousing; and Transportation and warehousing; and Transportation and
Total Male Female utilities warehouslna utilities wa"hou
Census Tract
105.02, Collier
Countv, Florida 2.56' 1,323 1,243 119 90 21 21
Census Tract
1~~~, ~1lier
Co ,Florida 2,684 1,362 1,322 32 27 42 42
Census Tract
106.01, Collier
Countv" Florida 1,385 915 550 0 0 9 9
Census Tract
106.02, Collier
County, Florida 1,505 802 703 10 10 0 0
Census Tract
106.03, Collier
Countv, Florida 2,483 1,201 1,282 87 67 0
Census Tract
10~;~: Collier
Cou , Florida 1,197 669 528 27 27 30 22
Census Tract
107.01, Collier
Countv., Florida 2,266 1,372 694 8 8 2 25
Census Tract
107.02, Collier
Counlv, Florida 1,910 1,224 886 24 24 23 12
Census Tract
106.01, Collier
County, Florida 1,186 624 562 51 51 21 21
Census Tract
108.02, CoUler
Countv, Florida 2,621 1,735 1,066 70 58 28 28
Census Tract <
108.03, Collier
County, Florida 1,429 840 589 65 42 0 0
Census Tract
109.01, Collier
County: Florida 1,485 760 725 82 54 38 38
Census Tract
109.02, Collier 86(
County, Florida 1,546 688 40 40 18 16
Census Tract
10::~, Collier
Coo , Florida 1,682 839 843 58 48 5 5
Census Tract 110,
ColUerCounty,
Florida 88 478 404 12 12 7 7
Census Tract
111.01,CoIlier
Countv., Florida 1,965 109 889 15 15 10 10
Census Tract
111.02, Collier
County, Florida 1,917 1,269 648 81 79 27 27
TOTAL 30911 781 652 302 283
Total:
1,996
-,.
2002 CEDDS VOLUME 1
418
NAPLES, FL
UNIT Of GfO(,F:'APHY:
199(llAN04.REA:
flPS COOE:
0"
202~ .4~ SQUARE MILES
B45
2020
384,18
20.81
20.69
20.6r.
20.11
20.Sr.
22.19
19.85
20.02
16.29
17.93
21.59
27.24
28.68
28.81
27.35
22.45
17.05
11.59
48.10
241.33
LS.36
0.58
3.28
120.64
78.21
12.05
28.91
107.25
197.51
212.43
3.72
10.67
0.41
18.90
4.95
4.25
5.31
42.11
20.22
84.78
0.87
0.47
15.76
7995.18
15~ .05
199.27
9.15
712.34
221.26
171.05
211.23
930.62
1111.41
3502.38
57.76
7. 2~
706. 4~
18948.86
5820.81
590.28
158-4.09
9012. 5~
2140.53
612.36
412.95
49323
96164
154.81
159.39
2.37
39289
un 55
86467
lS9.3~
6.12
11.5"
~L~~
Hi.22
18.92
]S.O(
19.96
10.83
5.61
li.(l4
2015
350.58
18.84
18.60
18.42
18.13
19.84
19.01
18.98
15.60
16.43
19.07
23.47
25.23
23.77
25.57
23.94
19.84
14.72
n.n
48.07
230.75
16.31
0.55
2.78
100.20
70.33
10.83
27.13
95.19
178.98
194.28
3.79
9.99
0.41
17.79
4.59
4.01
4.92
38.39
19.25
75.70
0.83
0.47
14.16
6856.94
1.412.29
179.10
8.96
648.90
192.58
153.28
190.25
823.19
969.49
2879.47
53.12
6.90
609.41
16122.52
-4975.53
512.07
1369.34
7657.34
1758.28
508.10
358.06
45988
76226
153.03
1-46.5-4
2.35
31546
108512
68950
14654
6.43
1Lll
13.53
12.90
17.06
19.19
22.52
15.98
8.67
4.49
13. 6~
2010
317.70
16.88
16.52
16. 6~
17.50
16.89
18.16
14.76
15.59
17.22
20.49
21.39
20.64
20.97
22.49
21.32
17.25
13.49
9.50
-47.17
218.33
14.40
0.53
2.33
82.10
63.86
10.22
24.17
84.05
161.23
175.88
3.85
9.25
0.41
16.6<1
4.19
3.74
4.50
34.52
18.25
66.76
0.78
0.47
12.SS
~819. 72
129.68
158.95
8.86
587.09
164.58
115.78
169.18
718.08
838.69
2335.40
-48.lS
6.5-4
518.73
13587.-42
4208.16
419.55
1172.01
6438.53
1<136.36
415.19
308.00
42768
60282
151.01
132.69
2.35
36160
1009<14
63111
132.69
6.70
12.61
14.09
13.44
17.77
16.87
17.66
12.53
6.80
L52
10.70
2005
285.65
14.98
14.95
16.21
14.92
15.94
13.99
14.56
16.30
18.33
18.55
17.31
18.02
18.43
20.20
18.73
15.98
11.18
7.07
45.68
204.81
12.76
0.52
1.9-4
65.62
58.06
8.99
21.87
73.16
144.12
157.13
3,87
8.40
0.41
15.44
3.76
3.-44
4.05
30.50
17.14
58.01
0.72
0.46
10.93
4873.04
117.28
138.12
8.85
526.56
137.82
118.72
148.14
61S.57
715.83
1863.47
<12.76
6.18
433.75
11315.46
3510.51
372.16
990.36
5348.68
1164.B6
333.10
261.96
39613
48108
148.71
118.46
2.37
34992
94122
54354
118.46
6.92
13.03
14.55
13.87
17.70
13.03
13.57
9.63
5.23
2.71
8.22
2~: :
4:1.-,
2'
l~: t~
2:1"
2:::;
t~:
2~ ~
t~. ~:
~~' :;
3C l~
l':-
,: ~
2003
272.87
14.30
14.70
15.<16
14.S6
14.16
13.32
14.95
16.80
17.91
17.05
16.19
16.90
17.75
19.31
18.37
H.79
10.03
6.33
45.08
199.26
12.16
0.50
1.80
59.16
56.05
8.53
20.19
68.83
137.26
149.52
3.88
8.01
0.<12
14.9<1
3.58
3.31
3.87
28.85
16.6<1
54.59
0.69
0.46
10.28
4518.46
112.-42
129.34
8.87
502.62
127.58
112.31
139.92
S75.40
668.05
1694.04
40.44
6.04
<101.43
10475.34
3249.84
346.60
922.02
49<17.04
1068.47
303.21
2<14.58
38389
<1<1230
1<17.71
112.66
2.38
34580
91597
50857
112.66
7.02
13.22
14.77
14.08
16.99
11.59
12.07
8.56
4.65
2.41
7.31
2002
266.49
14.04
1<1.52
15.0<1
14.44
13.08
13.32
15.04
17.04
17.56
16.27
15.80
16.;2
17.09
18.58
18.48
14.04
9.42
6.02
<14.76
196.45
11.88
0.<19
1.73
55.94
55.02
8.60
18.92
66.54
133.86
145.68
3.88
7.80
0.42
14.67
3.49
3.27
3.78
28.03
16.36
52.90
0.67
0.46
9.95
NAPLES, Fl
2000
253.81
13.57
14.58
13.81
13.51
11.82
13.49
15.05
17.35
16.44
14.90
14.91
15.66
16.61
17.92
17.49
13..13
7.84
5.41
<14.10
190.64
11.32
0.48
1.59
<19.78
B.ll
8.46
16.88
62.09
127.07
1999
241.36
13.23
14.14
13034
12.52
11.45
13.38
14.65
16.69
15.50
1<1.30
14.07
14.90
15.64
16.72
16.22
12.31
7.32
5.00
43.61
182.97
10.55
0.<14
1.38
46.02
50.94
7.95
16.02
57.S6
120.65
133.88
3.8<1
7.07
0.42
13.82
3.22
LIS
3.49
25.51
15,51
47.81
0.62
0.45
8.98
3910.00
165.13
109.68
7.82
451.02
107.94
116.01
123.18
<195.75
572.11
1381.50
35.<11
5.77
338.69
8869.10
2815.82
287.14
807.05
4122.86
874.80
254.77
216.20
36746
3841ltl
147.85
99.90
2.37
32558
87417
49079
99.90
7.02
13.21
14.76
14.07
14.33
9.08
9.<1'3
6.71
3.64
1.89
5.73
1990
154.22
9.92
9.06
8.2S
1.91
8.73
11.13
11.25
10.34
9.29
7.98
7.15
7.76
10.<19
12.09
9.95
6.76
3.96
2.19
40.26
126.08
5.91
0.35
0.50
21.38
33.S1
4.76
11.89
34.94
76.50
93.12
5.88
5.14
0.46
10.10
2.59
2.34
1.95
17.36
10.70
29.14
0.52
0.45
6.48
2299.85
146.87
72.59
12.26
313.70
78.03
68.87
72.38
310.89
227.30
748.11
26.41
4.93
216.90
5030.96
1674.40
208.64
416.80
2421.51
487.23
144.16
-33.46
32622
27934
150.53
62.01
2.<13
30109
79633
39121
62.01
5.34
10.05
11.22
9.80
7.24
4.57
4.76
3.38
1.83
0.95
2.88
1980
87.55
5.10
5.12
5.85
6.51
6.25
6.27
5.53
4.a5
4.16
3.86
4.71
s.n
6.69
6.71
5.24
2.83
1.32
0.73
38.08
1970
38.96
2.93
3.48
3.52
2.91
2.26
2.32
1.94
1.88
2.16
2.17
2.35
2.57
2.91
2.5fi
1.59
0.82
0.36
0.21
35.35
1 TOTAL POP\JLATI~ (THOUSANDS)
2 AGE UIiDH 5 YEARS..
3 .4.(,E 5 TO 9 YEARS
4 AGE 10 TO 14 YEARS
5 AGE 15 TO 19 YEARS
6 AGE 20 TO 24 YEARS
7 AGE 25 TO 29 YEARS
8 AGE 30 TO 34 YEARS
9 AGE 3 S TO 39 YEARS
10 AGE <10 TO <14 YEARS
11 AGE 45 TO 49 YEARS
12 AGE SO TO 54 YEARS
13 AGE 55 TO 59 YEARS
14 AGE 60 TO 64 YEARS
15 AGE 6~ TO 69 YEARS
16 AGE 70 TO 7<1 YEARS
17 AGE 75 TO 79 YEARS
IS AGE 80 TO 84 YEARS ...
~6 tolED~ ~E Y~:R~~A~~5: . (YEARS)
21 WHITE POPULATION (THOUSANDS)
22 Bl,f,CK POPULATION .............
23 NA.TIVE Al4ERICAN POPULATION ....
24 ASIAN AND PACIfIC ISLANDER pop
25 HISPANIC POPULATION
26 POPULATION 0-18 YEARS (THOUSANDS)
27 POPULATION AGE 15.11 YEARS ......
28 POPUlATIat.: AGE 18-24 Y[All.S ......
29 POPULATION AGE 65 YRS AND OVER ..
30 MALE POPULATION.........
31 TOTAL EMPLO'fl'lENT (TtlOUSANOS) ....
32 FARM EMPLOYMENT ..............
13 AGRICULTURAL SERVICES, OTHER
34 MINING.... ....... ............
35 COIiSTRUCTION.
36 MA.NUFACTURING................
37 1ll.ANSPORT, CClf<o'M. & PU8LIC UTIL
38 'lMOlESALE TRADE ....
39 RETAIL TRADE................
40 fINANCE. INS. & REAL ESTATE
41 SERVICES........ .....
42 FEOERAL CIVILIAN GOVT
43 FEDERAL MIlH ARY GOVT .
44 STATE AND LOCAL GOVT ..
45 TOTAL EARNINGS (MILLIOtlS 1996 5)
46 FARM EARNINGS........
47 AGRICULTURAL SERVICES, OTHER
48 MINIIiG.... ............. ......
~fi ~:5~~~~~rNG.::::::::::::::::
51 SPORT. C()l4M. & PUBLIC UlIL
52 LESALE TRADE. ......... ....
~l ~i~~~~E;~~. '&'REAl ESTATE.
55 SERVICES...... .......
56 FEDERAL CIVILIAN GOVT
57 FEOERAL MILITAR'V GOVT
58 STATE ANO LOCAL GOVT
59 PERSONAL INCOME (MILLIONS 1996 S)
60 WAGES AND SALARIES
61 OTHER LASOR INCOME
62 PROPRIETORS INCCJIolE ........
63 DIVIOEI<<lS, INTEREST (, RENT
64 TRANSfER Pflns. TO PERSONS ....
6S LESS SOCIAL INS. CONTRIBUTIONS
66 RESIDENCE AOJUSTMENT ...
67 INCOME PER CAPITA (1996 5) ......
68 INCOME PER CAPITA (CURRENT 5) ...
...69 w&P WEALTH lHOEX (U.S. .. 100) ..
70 NUMBER Of HOUSEHOLDS (THOUSANDS)
71 PERSONS PER HOUSEHOLO (PEOPLE) ..
72 RETAIL SALES PER HOUSEHOLD (96 S)
73 MEAN HOUSEHOLD INCOME (1996 5) ..
74 MEDIAN HOUSEHOLO INCOME (1996 5)
75 HOUSEHOLDS WITH I40NEY JNC. (THOU)
76 LESS THAN HO.OOO (1990 S)
77 510.000 TO 19.999
78 520.000 TO 529.999
79 530.000 TO S39.999
80 S40.OOO TO 549.999
81 550,000 TO 559.999
82 S60.000 TO 574.999
53 S75,OOOT0599,999..
84 $100.000 TO H24.999
55 $12~.OOO TO S149.999
86 SlSO.1I00 OR MORE
:i.
".
'( h
".
1 (~ :'
n.a.
n.a.
n.a.
n.a.
8.69
21.35
<1.00
8.75
16.83
43.45
46.84
2.05
2.54
0.23
5.29
1.22
1.47
1.60
9.20
7.87
11.28
0.32
0.21
3.55
10]8.35
69.06
28.45
29.93
162.23
31.60
42.57
<l6.S]
162.30
101.57
258.38
13.91
1.53
90.29
1970.89
719.61
70.53
248.21
797,97
206.6]
48.74
-23.32
22512
12429
113.72
34.43
2.50
29431
56498
n.a.
n.a.
n.a.
n.a.
n.a.
3.65
12.33
1.89
3.28
5.54
19.42
19.79
0.83
0.99
0.13
2.77
0.41
0.S6
0.68
3.48
3.52
4.54
0.12
0.15
1.60
472.14
35.28
lS.U
4.63
85.77
9.61
18.28
19.78
74.27
81.64
88.29
4.33
0.96
34.20
74 ~. 21
338.47
16.97
116.70
279.20
S2.]8
15.61
-42.90
19130
5357
144.38
13.28
2.87
]0042
55207
n.a.
!L;
i:.::
~F. ~~
2i~ . J;
"::
lE'::~
l~,S:V
'.,1
~.4'
:..i"
~::Y.
9(.OC
L'Y.
{~.
j;,r
137.89
3.86
7'''1/
0.42
14.1~..
3 .3a1'~
3.1~~
3.5lW"
26.36
15.80
49.55
0.64
0.45
9.29
4004.77
104.47
115.22
8.89
<164.31
112.83
103.95
127.34
SI6.01
596.56
14S8.84
36.73
5.82
3~ 3.79
92(,.1\
16".9:
m.":
~l:
z~c :r,'
m.~
B:.c.:
10Jo,I'
12~.~
421;.\\
t;.U
:.}\
m.t
HO%.r;
6$.2'1 !
Iti::~ 1
10Slc.l't1
2m:c!
4;j.r!
,;"'1
121~~ '
IH.1I1
:~::= t
1:1'1 I
11:1.".
11.'.
4344.75
109.97
124.80
8.87
-490.18
122.57
109.28
135.73
555.62
643.99
1613.21
39.24
5.96
385.32
10067.76
3122.34
334.00
888.42
4753.25
1022.75
289.02
236.03
37780
42461
147.21
109.77
2.38
34367
903<18
51998
109.77
7.04
13.26
14.81
14.12
16.48
10.96
11.41
8.10
4.39
2.28
6.92
9277.18
2871.11
308.98
824.68
4]79.49
935.99
262.18
219.11
36552
39301
146.23
104.02
2.39
33894
87829
48513
104.02
7.17
13.50
15.08
14.38
15.14
9.6~
10.04
7.12
3.87
2.00
6.011
34.43
n.a.
n.a.
n.a.
n.a.
n.a.
n.a.
n.a.
n.a.
n.a.
n.a.
n.iI.
13.28
n.a.
n.a.
l'I.a.
n.a.
u
n.iI_
n.a.
n.a.
l'I.a.
n.a.
n.a.
6262.29
441.1~
102.76
799.49
1326.<19
25i.4S
51S.9.
604.95
670.52
256.8;
683.68
87 TOTAL RHAlL ~ALlS (MILL. 19965) 399.11 IOU 29 1867.01 3252.42 3525.71 3772.30 389591 4145.03 4798.23 5501.80
88 BUILDING MATERIALS. HARDWARE 29 48 71 96 111.64 245.59 254.25 263.75 27049 286.15 331.06 383.64
89 GENERAL ME~CHANOISE 21.27 8168 184.43 358.64 388.<19 427.26 44-435 477.ltl 555.86 629.23
90 fOOD STORES ........ 99 S8 233.39 394.27 ~87.72 528.55 S~8.48 571.41 597.24 664.21 730.83
91 AUT0M08ILE OlALERS ....... 72 .85 116.09 339.37 672.56 728.29 777 .93 804.03 855.97 994.24 1155.48
92 GASOLlN[ SERVICE STATIONS 32.29 8417 106.85 141.06 150.49 160.93 165.56 174.87 199.72 226.50
93 APPAREL ANO ACCESSORIES .... 24. 28 51.78 134.95 284.68 111.2] 327.55 335.56 352.82 401.93 456.08
94 fURNITURE. H~[ fURNISHINGS 4130 8348 179.01 323.60 345.85 359.44 311.40 395.20 456.71 528.15
9" [ATINe. ANO DRINKING PLACES 2S.~2 95:n 202.U 314.31 341.73 370.29 383.86 411.94 488.85 573.30
96 DRUG STOIlES ................ 15 27 33.29 79.62 124.86 138.211 151.87 157.96 169.86 199.25 227.67
97 MIS([ILANEOU~ RfTAlL STORES 37.28 96.25 134.35 299.33 338.57 374.81 391.29 423.80 506.40 590.93
.' f (llSooO;
NOH, HiHOri(al e..plOV1llenl. earnin9Sj and lncOIIIe" data, 1969-1999. and populatl0n data. 1969"1990.and,2000, are from U,S. Dept. of COInmerC2000 frol'
retallsale~ data 1S n,stoncal for 7, '77. '82, '87, '92. and 1997 from USDo(; household data 's h'stoncal for '70, '80. '85, '90 and d pO!'!!1
IhspanH data 's h'HDncal tor 1970. 1980. 1990. and 2000 from USOO(; all pther years of datil, 1969-2000, for retail ules, households, fan oPlll
esu"iHed by 0I00d5 & Poole (W&.P): "I''' indicate!. wnhheld employlllent and earnln9s data est1mateo by W&P:. all data, 2000-2025 (2001-2025 or e Na[t
H p,:"o)I'Cled hy W&-f': res'dennal population as of July 1; Hispanic population 15 per50ns of Span,sh ong,n re9ardless of race: Wh'te, ,8lacjnc1udB"
Amencan. and ....S13n &- Pac,f,c Islanders do not include Hispanic _ the!.e four races plus Hispanic sum to total; emplOYlIH!nt in number of lobS bar t
prooneton (lnd pilrt.tl..t Job!.; earlli"9s by ,ndll!otry are earnlngs of workers, the su'" of wages t. salaries, proprietor!. incOllle, and otherhl~d [Ou1
h'!otoneal data on nOIJ~eholds by money lnCOllle bracket is for 1990 only (from U.S. OepL of Commerce) and H lI.ot consistent with mean hOIJ!.e 0 d ~T
per!.onal,ncOlll'" dill": the projecnons. 1991-2025, of hOllseholds by money inCOllle brackl't ('019905) iln! ba!.ed on 1990 data only: ,please re:nd rtI
Descr'l'noo (If the 2001 lleg,onal Projection!. "nd Oatabase~ (Chapter 2 of this report) for an explanat,on of data SOIJrces, dau def'nitlon~5
..elnods. HISlmOCAL OA1I>. J~ SUBJECT TO REVISION; PROJECTIONS AR[ UNCERTAIN AoNO fUTURE DATA MAY DIfFER SUBSTANTIAllY FROM THL5[ PR01ECT! TERMS
POOl( ()Q[~. NOl GII^R^NTH THE ACCURACY OF THE PR01[CT]ONS OR HISTO/IICA,t DA1A CONTAINED IN THIS TABLE. lHIS OATA IS PROVIDED SUBJECT TO A~< '
CQNDllION<, (If TH[ WOOOS &. POOL( [CONOfIl]CS. INC. [NO USER LICENSE AGRHMENT ANO 1S NOT AUTHORIZED FOR USE IN lEGAL OR FINANCIAL TRANSACTh"''>'
(OPYP!C,Hl ?O(l: MltID::-' '" POOl[ [CfJ/'KlI'\ICS. INC ALL RIClHS RESERVED llEPROOLKTlON 8Y ANY M[lHoo IS I'Il0HIBIHll.
Ii.. :.nr,.: \l'"'''l'' I< 1'\1<111 EcnN()MlC~. INc:.' 17\14 C:OLUMfll^ ROMl. N.W. SU1Tr 4' W"'~\I1N(;TOr.;. 1>( 200n1,)-2Iloll. KooI7X('-ll,ll~. ~''il?~'.'il?OOD
EXHIBIT V.E.
Public Facility Adequacy
This analysis is responsive to the GMP application requirement to provide docwnentation
as to the adequacy of public facilities and services to serve the subject land.
Potable Water Supplies: The property is located within the Collier County Water District
boundary. The South County Regional Water Treatment Plant will supply the property's
13,500-gpd demand. The total plant capacity is 20 mgd. Water Service is provided by a
12" water main that is located on the Southwest side of US 41. Utility construction will
be designed and constructed and made subject to County requirements to provide service
to the property.
Sanitary Sewers: The property is located within the Collier County Sewer District. A 16"
force main Northeast of US-41 will provide service to the property and connect it to the
South County Water Reclamation Facility. The Facility has an Average Annual Daily
Flow of 8.0-mgd and a Maximwn Monthly Daily Flow of 9.25-mgd. An expansion to
increase the capacity of the plant to 16.0-mgd is scheduled to be in service by October
2004. This expansion will be able to serve the 11,250-gpd produced by the property.
Arterial & Collector Road Impact: The East Tamiami Trail (U.S. 41 East) highway falls
under the jurisdiction of the Florida Department of Highways. The attached traffic impact
analysis (Exhibit V.E.le) by Vanasse Daylor LLP provides an in-depth analysis of the
before and after impact of a proposed development as it relates to the subject property.
This analysis describes the improvements that will be necessary to address requirements
for traffic concurrency.
Drainage: Drainage will be governed by SFWMD and/or Collier County. The property
will discharged directly into County Maintained Channel S1S-00. The property is within
the US-41 Outfall Swale No.1 Basin and has a maximwn allowable discharge of 0.15-
cfs/acre. Project designs will be consistent with SFWMD rules and regulations that
assure controlled accommodation of storm water events by both on-site and off-site
improvements.
I.1Projects\807IB0747\P1anllinglEXH/BlTV.E PUBLIC FACllITlES.doc
Solid Waste: Waste Management of Collier County handles solid waste as authorized by
Collier County. No capacity issues exist at this time and no related LOS will be abridged
by this development under the current concurrency condition.
Parks: Community and Regional: this evaluation is not applicable to non-residential
projects.
Schools: The project does not include any housing construction, therefore, availability
and proximity to K-12 educational facilities is not germane.
Fire Protection: The subject site is within the East Naples Fire District. All development
is subj ect to the payment of impact fees for fire protection services. These are paid to
each respective fire control district at the time of issuance of building permits. The
nearest fire station from the district is on Collier Boulevard south of the East Tamiami
Trail (U.S.4l E.) a distance of approximately 5 miles. There is no indication of any LOS
deficiency in the East Naples Fire District.
Emergencv Medical Services: Emergency medical services are provided by the Collier
County EMS department. Emergency medical services are also automatically dispatched
to a site by each fire department making the fire station on Collier boulevard the nearest
medical service provider. There is no indication of a LOS deficiency associated with the
County's ability to provide this service that is further supported by the levy of impact fees
when building permits are obtained.
Other Semi-Public Service Providers: These include telephone, electric power, and cable
transmission services. These services are currently available in the area, therefore it
should be assumed that additions to the system to the extent required can be
accommodated.
1.1Proj9ds\807\8iJ747\P1aooing\EXHIBITV,f PUBLIC FACJunES.doc
WATER / SEWER DEMANDS
For
TOWNSEND TRUST EAST TRAIL
Prepared for:
Ferguson Law Group, LLC
4625 Bonita Beach Road
Bonita Springs, FL 34135
Prepared by:
Vanasse & Daylor, LLP
12730 New Brittany Blvd, Suite 600
Fort Myers, Florida 33907
V&D#80747
April 2004
V.E. 1 A & B
TheTownsend Trust East Trail site consists of approximately 42Y> acres on the north
side of US 41 approximately 6 miles east of Collier Boulevard (CR 951) in Collier
County. The proposed project will consist of 500,000 square feet gross leasable area
(SFGLA) of industrial uses, with a proposed land use program of 250,000 square feet of
warehousing and 250,000 square feet of manufacturing. The project buildout is planned
for the 2007 peak season.
A. Sewer Flow Calculations:
Manufacturing:
1 parking space per 500 square feet x 250,000 square feet = 500 parking spaces
Assurning 1 parking space per employee,
Estirnated Sewer Flow = 500 ernployees x 15 gpd per employee = 7,500 gpd
Warehouse:
1 parking space per 1,000 square feet x 250,000 square feet = 250 parking spaces
Assuming 1 parking space per employee,
Estimated Sewer Flow = 250 ernployees x 15 gpd per employee = 3,750 gpd
Total Sewer Flow from Development = 11,250 gpd
B. Water Demand Calculations:
Manufacturing:
1 parking space per 500 square feet x 250,00 square feet =500 parking spaces
Assuming 1 parking space per employee,
Estirnated Water Demand = 500 employees x 18 gpd per employee = 9,000 gpd
Warehouse:
1 parking space per 1000 square feet x 250,000 square feet = 250 parking spaces
Assuming 1 parking space per employee,
Estimated Water Demand = 250 employees x 18 gpd per employee = 4,500 gpd
Total Water Demand for Development = 13,500 gpd
Notes:
1.) Irrigation water to be provided by a source other than the County potable supply.
2.) The sewer flows are per the Florida Dept. of Health Chapter 64E-6, Florida
Administrative Code.
3.) The water demands are estimated at 120% the sewer flows found in the Florida
Dept. of Health Chapter 64E-6, Florida Administrative Code.
2
The water use permit approves the use of 4.89 million gallons per month (MGM) of groundwater from
the mid-Hawthorn aquifer (with a dissolved chloride concentration of 100 mg/l) and 10.9 MGM of
groundwater from the surficial aquifer (with a dissolved chloride concentration of 30 mg/l) to be blended
with surface water for the irrigation of grass and landscaping. The ratio of groundwater from the surficial
aquifer to the mid-Hawthorn aquifer is about 2: 1.
Considering that the dissolved chloride concentrations of the surficial and mid-Hawthorn aquifers meet
FDEP criteria for both potable water and surface water, are below the concentration that the SFWMD
considers harmful to freshwater bodies, and the surficial aquifer's capacity to buffer dissolved chloride
concentrations, additional testing is not warranted.
Vanasse
Day tor
COMPREHENSIVE PLAN
TRAFFIC ANALYSIS
TOWNSENDTRUST EASTTRAIL
April 14, 2005
US 41
Collier County, Florida
Prepared For:
Ferguson Law Group LLC
4625 Bonita Beach Road
Bonita Springs, Florida 34135
Prepared By:
Vanasse & Daylor, LLP
Job # 80747.02
12730 New Brittany Boulevard, luite 600, Fort Hyers, Florida 33907 1239.437.4601 I 239.437.4636 w vaAday.com
-
~ .
U~~K
STATEMENT OF CERTIFICATION
I certify that this TRAFFIC ANALYSIS has been prepared by me or under my immediate
supervision and that I have experience and training in the field of Traffic and
Transportation Engineering.
Ernest R. Spradling, P.E.
Florida Registration #61235
VanasseDaylor, LLP
12730 New Brittany Boulevard, Suite 600
Fort Myers, Florida 33907
(239) 437-4601
#R~
ERNEST R. SPRADLING
~.PR 1 IJ 2005
PE61235
Townsend Trust East Trail
Statement of Certification
Townsend Trust East Trail
Exhibit I
Aerial Photo Date: Dec 2002
6.000
Vanasse.
Daylor __
s
Date: 03-17-04
Ferguson Law Group, LLC
4625 Bonita Beach Road
o 6.000
Feet
Urban Plaming
landscape Architecture
Civil EngiMt!ring
Tral6e En~neering
Enyironmental SciellC!
fl]16
Bonita Springs. Fl34135
Sources; Collier County PA & Aerials Express
It is the end user's responsibility to verify the data contained hereon.
Project Number: 80747
F1LE:80747-aer.mxd
Table of Contents
INTRODUCTION AND SUMMARY .....................................................................................................................1
PROPOSED DEVELOPMENT ............................................................................................................................... 2
AREA CONDITIONS .................................,............................................................................................................ 2
SITE-GENERATED TRIPS............,........................................................................................................................3
PROJECTED BACKGROND AND TOTAL TRAFFIC YOLUMES.....................................................................4
ANALYSES .................................................................................................................................,.......................,...6
TURN LANE ANALYSES .......................................................................................... ............................................ 9
IMPROVEMENTS ANALYSIS ............................................................................................................................ II
MITIGATION OF IMPACT ...................................,..............................................................................................11
List of Tables
Table Description
1 Site-generated Trip Estimates
2 Site-generated Trip Distribution
3 Link-specific Background Traffic Data
3a Projected Directional Peak Hour Volumes
4 Significance Test
5 Link LOS Results
6 Signalized Intersection Level of Service Summary
7 Unsignalized Intersection Level of Service Summary
List of Exhibits
Exhibit Description
I Aerial Showing Location of Site
2 2007 Projected Backround Volumes
3 Trip Distribution Percentage Distributions
4 Distributed Site Generated Trips
5 2007 Projected Total Traffic Volumes
Townsend Trust East Trail
Pagei
Table of Contents
INTRODUCTION AND SUMMARY
Vanasse & Daylor, LLP is providing this Traffic Analysis Study for the Townsend Trust East
Trail site, The purpose of this study is to provide to the Collier County Transportation
Operations Review Department adequate information to assure that any traffic-related problems
are anticipated and that effective mitigation measures are identified as part of a Comprehensive
Plan Amendment request.
The Townsend Trust East Trail site consists of approximately 42 Y2 acres on the north side of US
41 approximately 6 miles east of Collier Boulevard (CR 951) in Collier County. The proposed
project will consist of 500,000 square feet gross leasable area (SFGLA) of industrial uses, with a
proposed land use program of 250,000 square feet of warehousing and 250,000 square feet of
manufacturing. The project buildout is planned for the 2007 peak season. Exhibit 1 shows the
location ofthe Townsend Trust East Trail site.
The analyses indicate that, in 2007, only US 41 between CR 951/SR 951 and CR 92 is projected
to have site-generated trip volumes greater than 3 percent of the AUIR maximum service
flowrate.
No links exhibited projected volumes that would both exceed the AUIR maximum service
flowrate and have projected site-generated trips exceeding 3 percent of the AUIR maximum
service flowrate.
Since this TIS was written to provide support for a Comprehensive Plan Amendment, the project
will be subject to the Concurrency Management regulations in effect at the time of development
approval. The developer proposes to pay the appropriate Collier County Road Impact Fees as
building permits are issued for the proposed project, and the appropriate turn lanes will be
constructed at the US 41 & Project Access Point intersection.
Townsend Trust East Trail
Pagel
1:\Projecrs\807\80 7 4 7\T raffic\2005 update\807 4 7T AOO2.doc
PROPOSED DEVELOPMENT
EXISTING AND PROPOSED LAND USE
The Townsend Trust East Trail site consists of approximately 42Y. acres on the north side of US
41 approximately 6 miles east of Collier Boulevard (CR 951) in Collier County. The proposed
project will consist of 500,000 square feet gross leasable area (SFGLA) of industrial uses, with a
proposed land use program of 250,000 square feet of warehousing and 250,000 square feet of
manufacturing, The project buildout is planned for the 2007 peak season. Exhibit 1 shows the
location of the Townsend Trust East Trail site,
AREA CONDITIONS
Area Roadway System
The existing roadway conditions for the area of the project were used as a base to provide the
network and Build-out. Exhibit 1 shows the existing roadways in the vicinity ofthe project.
Tamiami Trail (US 41)
Tarniami Trail (US 41) in the vicinity of the project is a two-lane two-way arterial (Class 1)
under state jurisdiction. US 41 west of CR 951 is a six-lane roadway under state jurisdiction and
is also classified as an arterial roadway. Alignment of the roadway is fairly level and tangent.
The posted speed limit is 50 mph. US 41 is signed as a north-south highway throughout the state
of Florida, It is a northwest-southeast alignment through the study area. For purposes of
discussion throughout this document, U.S.41 will be described as an east-west highway, with
Miami oriented toward the east and Naples toward the west.
Isle of Capri Road/Collier Boulevard (SR 951/CR 951)
Isle of Capri Road (SR 951) in the vicinity of the site is a north/south four-lane divided roadway
under state jurisdiction south of US 41, and is functionally classified as an arterial roadway,
Collier Boulevard (CR 951) to the north of US 41 is a four-lane divided roadway under county
Townsend Trust East Trail
Page 2
1:\ProjectS\807\80747\T raffic\2005 update\80747T AOO2.doc
jurisdiction, and is functionally classified as an arterial roadway. Alignment of the roadway is
fairly level and tangent. The speed limit is posted at 45 mph north of Manatee Road,
San Marco Drive (CR 92)
San Marco Drive (CR 92) in the vicinity of the site is an east/west two-lane two-way roadway
under state jurisdiction south of US 41. CR 92, functionally classified as an arterial roadway,
connects Marco Island to US 41. The roadway alignment is fairly level. In order to maintain
consistency with the rest of the narrative and analyses, CR 92 will be designated a north-south
roadway.
COMMITTED ROADWAY IMPROVEMENTS
Road improvements are committed for construction in order to help alleviate current area road
deficiencies and support future area development. Roadway improvements that are currently
under construction or scheduled for construction within the next two years after the AUIR were
considered to be planned roadway improvements. These were identified at the Initial Meeting
with Collier County staff,
The improvements to the US 41 & CR 951 intersection are complete. The six-laning of US 41
west ofCR 951 is already in place. CR 951 north of US 41 is scheduled for a four-lane to six-
lane expansion with construction to start in 2006, A PD&E study is in process to widen US 41
east of CR 951; however, design and construction of any possible improvements have not yet
been scheduled.
SITE-GENERATED TRIPS
TRIP GENERATION
Site-generated trips were estimated using Institute of Transportation Engineers (ITE) Trip
Generation (7th Edition), in accordance with the current Collier County policy. The following trip
generation formulas were used, and the trips generation results are shown in Table 1:
Manufacturing (LU 140):
ADT: Ln(T) = 0.65Ln(X) + 5.83
AM Peak Hour. Ln(1) = 0,60Ln(X) + 2.29
PM Peak Hour: Ln(T) = 0.66Ln(X) + 3.40
Warehousing (LU 150):
ADT: T = I 82.34(X) + 256,87
AM Peak Hour: T = 12.34(X)
PM Peak Hour: T = 45.74(X)
Townsend Trust East Trail
Page 3
1:\Projects\807\80747\T rafficU005 update\80747T A002.doc
Table I
Site--generated Trip Estimates
AM Peak PM Peak
Land Use !.!oil; i\QI I2lal Enter ~ JQgI "'- ~
Manufacturing (LU 140) 250.000 SFGLA 949 179 138 41 183 66 117
Warehousing (LU 150) 250.000 SFGLA 1,109 147 106 41 168 59 109
Total Site-Gener-ated Trips 2,OS8 326 244 82 351 12S 226
SFGLA-Square Feet Gross Leasable Iv..
TRIP DISTRIBUTION AND ASSIGNMENT
The pattern of site traffic distribution is based on locations of generators in the area surrounding
the project. Table 2 presents the distribution that was discussed, and accepted at the Initial
Meeting with Collier County on February 17, 2004, Exhibit 3 graphically presents the same
data.
Table 2
Site-generated Trip Distribution
AM Peak PM Peak
Link ImL Enm ~ ImL Enill f><iL
us 41 west of Collier Blvd (CR 95 I) 35% 114 85 29 123 44 79
US4IeastofColllerBlvd(CR951) 75% 245 183 62 263 94 170
US 41 west of Site Access 80% 261 195 66 281 100 181
US 41 east of Site Access 20% 65 49 16 70 25 45
US 41 east of San Marco Dr (CR 92) 10% 33 24 8 35 12 22
CR 951 north of US 41 25% 82 61 21 8B 31 57
SR 951 south ofUS41 15% 49 37 12 53 19 34
CR 92 south of US 41 10% 33 25 8 35 12 23
Traffic distribution per Collier County Initial Meeting on 3/912004.
Exhibit 4 presents the proposed entering and exiting traffic in the AM and PM Peak Hours for
both the Project Access Point on US 41, the US 41 & CR 951, and US 41 & SR 92 intersections.
Exhibit 5 presents the total projected turning movement volumes on the studied intersections,
These volumes will be used in the Total Traffic scenario intersection capacity analyses.
PROJECTED BACKGROND AND TOTAL TRAFFIC
VOLUMES
VanasseDaylor reviewed available data and model projections to estimate background and future
traffic volumes for the study area, Background traffic volumes were developed using multiple
Townsend Trust East Trail
Page 4
1:\Projects\807\80747\T rafficUOOS update\807-47T AOO2.doc
sources. Specific Link volume data for Immokalee Road were provided by the Collier County
Transportation Department. These link volumes consisted of recorded 2004 directional Peak
Hour volumes and "banked" trips that were assigned to the links for previously approved
developments (see Appendix Collier County Concurrency Segment Table dated 4/12/2005),
This is the methodology that is currently in use by Collier County for tracking the availability of
reserve capacity on specific roadway links as part of their concurrency management efforts,
Table 3 presents the link-specific background traffic data.
Table 3
Unk~spedfic Background Traffic Data
QfIUlB.. IJ\Jf. IQL ~
r;AtlE fRQl1 IQ ~"'" l.Alill LOS STD '{Ql. IlAI'lK '{Ql. Q,f
US 41 Triangle Boulevard Collier Boulevard 3.200 6 E 1,470 433 1.903 1.297
US41 Collier Boulevard San Marco Drive 1.075 2 C 640 370 1.010 65
US41 San Marco Drive SR 29 1.075 2 C 270 10 280 795
CR951 Rattlesnake Hammock Road US41 3.ll0 6 E 1,730 387 2,117 1.213
SR 951 US41 Manatee Road 1,970 4 D 1,850 325 2.175 .20S
Growth projections were computed using the Collier County 2004 Average Daily Traffic report.
Growth rates were computed and applied to the directional peak: hour volumes from Table 3 to
estimate 2008 projected volumes, The results are shown in Table 3a, Exhibit 3 shows the AM
and PM Peak Hour Total traffic counts,
Peak hour volumes used in this report were based on manual turning movement counts collected
by Florida Transportation Engineering, Inc. (FTE) at the US 41 & CR 951 and US 41 & CR 92
intersections. The Appendix contains copies of the traffic count data from these sources.
Since the site is east of many of the trip generators along US 41, the peak hour volumes used
were based on a combination of the Concurrency Segment Total Traffic and the recorded peak
hour volumes on the west leg of US 41 at CR 92,
Townsend Trust East Trail
PageS
I :\ProjeruIBO 7\80 7 47\ T raffic\2005 update\B07 4 7T A002.doc
Table 3a
Projected Directional Peak Hour Volumes
Growth "0"
~ ffiQM IQ ;l,QOO ~ R& ta= Dir ~ 2QQI
US41 Triangte Boulevard Collier Boulevard 22,992 27,758 4.8% 55% Peak 1,903 2,190
Off 1,557 1,790
US41 Collier Boulevard San Marco Drive 4,875 5,585 3,5% 55% Peak 598 660
Off 516 570
US 41 San Marco Drive SR 29 5,120 5,049 -0.3% 55% Peak 280 280
Off 229 230
CR 951 Rattlesnake Hammock Road US 41 25,073 21,918 -3.3% 55% Peak 1,730 1,560
Off 1,415 1,280
SR 951 US41 Manatee Road 29,346 35,556 4.9% 55% Peak 2,175 2.510
Off 1,780 2,060
CR 92 US41 Floral 5t 4.465 4.506 0.2% 55% Peak 228 230
Off 187 190
ANALYSES
CAPACITY AND LEVEL OF SERVICE
LINK ANALYSES
The directional split of new trips was applied to the site-generated traffic volumes to determine
the site-generated vehicle trips assignment. The site-generated vehicle-trip assignments were
added to the background traffic volume networks to determine the Buildout traffic volume
conditions,
Link Levels of Service were evaluated for both Background and Total Traffic conditions. The 10
Month Peak Hour Peak Direction Service Volumes (the Maximum Service Flowrates SFmax) for
Immokalee Road were provided by the Collier County Transportation Planning Department with
the AUIR and the Concurrency Segment Data dated March 15, 2005. Since CR 92 has no
assigned SFmax, the flowrate for Logan Boulevard was used. Copies of these data are contained
in the Appendix.
SIGNIFICANCE TEST ANALYSES
According to Collier County Land Development Code Section 3.15.6.4.3. :
Townsend Trust East Trail
Page 6
1:\Projero\807\80747\T rafficUOOS updare\80747TAOO2.doc
"Significance Test: Impact for the impact traffic analysis purposes for a proposed development project will
be considered significant:
1. on those roadway segments directly accessed by the project where project traffic is equal to or
greater than 3% of the adopted LOS standard service volume;
2. for those roadway segments immediately adjacent to segments which are directly accessed by
the project where project traffic is greater than or equal to 3% of the adopted LOS standard
service volume; or
3. for all other adjacent segments where the project traffic is greater than 5% of the adopted LOS
standard service volume.
"Once traffic from a development has been shown to be less than significant on any segments using the
above standards, the development's impact is not required to be analyzed further on any additional
segments."
In other words, a project will have a significant and adverse impact on a state or regionally
significant roadway only if both of the following criteria are met: (1) the project will utilize 3
percent or more of the maximum peak hour service volume at the adopted level of service
standard for the adjacent and next to adjacent link, 5 percent for the other links; and (2) the
roadway is projected to operate below the adopted level of service standard,
Significance was estimated according to Collier County's 3/3/5 rule, and the links were
evaluated to determine whether projected operation would be within County standards. The data
resources used for this analysis are shown in Appendix.
Table 4 presents the significance test analysis for the PM Peak Hour. The analysis clearly shows
that the proposed Townsend Trust East Trail Development site-generated trip estimates are
greater than 3% only on US 41 between CR 951/SR 951 and CR 92,
Table 4
Significance Test
Link
U5 41 west of Collier Blvd (CR 951)
U5 41 east of Collier Blvd (CR 951)
US 41 west of Site Access
US 41 east of Site Access
US 41 east of San Marco Dr (eft. 92)
CR 951 north ofUS41
SR 951 south of US 41
CR 92 south of US 41
Sf"",
l.200
1.075
1.075
1.075
1.075
l,llO
1.970
900
Townsend Trust East T nil
Site Site as PCT
Trips of ~IUX
44 1.4%
94 8.7%
100 9,l%
181 16.8%
22 2.1%
57 1.7%
19 0.9%
2l 2.5%
Page?
1:\Projects\807\B0747\T raffic\200S update\80747T A002.doc
Table 5 presents the Link LOS analytical results. The analysis shows the estimated site-
generated trips will not adversely impact the adjacent roadway linle All roadway segments are
operating within the SF max'
Table 5
Link LOS Results
!.ink
US 41 from CR 9511SR 951 to CR 92
~
660
~
181
~
841
SF MJX
1,075
w/in SF m.. !
~ Total
y y
No links exhibited projected volumes that would both exceed the AUIR maximum service
flowrate and have projected site-generated trips exceeding 3 percent of the AUIR maximum
service flowrate,
SIGNALIZED INTERSECTION CAPACITY ANALYSIS
Vanasse & Daylor analyzed the signalized US 41 & CR 951 intersection to determine LOS in the
PM Peak hour using SYNCHRO@ 6.0 computer modeling software for both background traffic
and total traffic conditions. See the Appendix for the SYNCHRO@ 6.0 computer printouts,
Table 6 is a summary of the signalized intersection analyses for Build-out conditions. The
intersection analyses indicate that the site-generated trips will not significantly impact operations
at the US 41 & CR 951 intersection.
Table 6
Signalized Intersection Level of Service Summary
AM Peak
L05/Av~ Delay
BKGD TOTAL
Intersection Traffic Traffic
US41 &SR951/CR951 cm C/34
UNSIGNALIZED INTERSECTION CAPACITY ANALYSES
PM Peak
L05/Av~ Delay
BKGD TOTAL
Traffic Traffic
E/57 E/57
The unsignalized intersection analyses for year 2007 were completed using SYNCHRO@ 6.0
computer modeling software, which emulates HCM 2000. The Level of Service results are
Townsend Trust East Trail
Page 8
1:\Proiects\80 7\807 47\ T rafficUOOS upd ate\807 ",n A002.doc
presented in Table 7 for AM and PM Peak Hour Background and Total Traffic conditions, See
the Appendix for the SYNCHRO@ 6.0 computer printouts.
Table 7
Unsignalized Intersection level of Service Summary
Intersection
AM Peak
Critical LOS/Delay
BKGD TOTAL
fuf!k Irif!k
C/22 F/52
PM Peak
Critical LOS/Delay
BKGD TOTAL
Traffic Traffic
C/24 E/35
US 41 & Site Access
Stopped Approach MOEs shown
The analyses show that site-generated traffic will not significantly impact operations at the US
41 & CR 92 intersection, and that acceptable intersection operations can be expected at the
proposed site access under Buildout Year Total Traffic conditions, The site access operational
analysis results were contingent on providing exclusive lanes for the southbound exit
movements.
TURN LANE ANALYSES
Turn lane analyses were completed for project Build-out conditions using SYNCHRO@ 6.0
computer modeling software to determine queue lengths, The Townsend Trust East Trail project
is proposed with one full-movement access point on the north side of US 41. The intersections
were analyzed to determine turn lane geometry for Build-out. See Appendix B for the
SYNCHRO@ 6,0 computer printouts. The FDOT Standard Index 301 (2004) was used to
determine turn lane lengths of need, In conformity with FDOT requirements, the posted speed
was assumed to be the entry speed on U.SAl.
According to the Collier County Right-of-Way Ordinance #2003-37, left and/or right turn lanes
shall be provided for two-lane roadways. Left turn lanes must be provided on a roadway
whenever the left turn volume into a development is two percent (2%) of Level of Service "C"
daily volume, or whenever the highest hourly volume of the turning movement is twenty (20)
vehicles or more, whichever is the lesser value. Also, right turn lanes must be provided
whenever the right turn volume from a development is four percent (4%) of Level of Service "C"
Townsend Trust East Trail
Page 9
1:\Projects\B07\807" 7\ T rafficU005 update\80747T AOO2.doc
daily volume or whenever the highest hourly volume of the turning movement is forty (40)
vehicles or more,
The only intersection evaluated was the Project Access Point. This intersection was assumed to
be an unsignalized intersection because the proj ected peak hour volumes do not appear to be
sufficient to warrant a traffic signal.
US 41 & Project Access Point
Right Turn Analysis (Westbound Approach)
According to the turning movements presented in Exhibit 2, this project is projected to generate
49 westbound right turning movements during the 2007 AM Peak hour. According to FDOT
Standard Index 301, the exclusive westbound right turn lane should consist of a 405-foot
deceleration lane for a 52 mph entry speed. The SYNCHRO@ 6.0 analyses indicated that no
queues would be anticipated for the right turn movement. Also, the westbound approach is on an
unsignalized through road, Based on this information, providing storage on the right turn is
unnecessary. The right turn lane length of need would therefore be 405 feet.
Left Turn Analysis (Eastbound Approach)
This project will generate 195 eastbound left turning movements during the AM Peak hour at
Buildout. Therefore, a separate left turn lane will be required to accommodate entering project
traffic, The SYNCHRO 6.0@ analysis computed a 28-foot queue length in the AM Peak Hour
for this exclusive lane. According to PDOT Standard Index 301, the exclusive eastbound left
turn lane should consist of a 405-foot deceleration lane for a 52 mph entry speed. The minimum
recommended storage lane length is 50 feet. The left turn lane length of need should be 455 feet,
which would provide a 405-foot deceleration lane and a 50-foot storage lane,
Left Turn Analysis (Southbound Approach)
The project will generate 45 southbound left turning movements during the PM Peak Hour. The
SYNCHRO 6.0@ analysis computed a 28-foot queue length in the AM Peak Hour for this
exclusive lane. The southbound left turn lane should be 125 feet long, consisting of a 75-foot
Townsend Trust East Trail
Page I 0
I :\Projeccs\80 7\807 4 7\T rafflc\2005 update\807 4 7T A002.doc
Randy Spradling
From:
f-
EIUrfaliAlan [AlanEIUrfali@colliergov.net]
Monday, March 15, 200410:56 AM
Randy Spradling
RE: 80747 - Time Ferguson East Trail Camp Plan TIS - Methodology Addendum
,
Subject:
You may proceed with historical growth factors.
Thanks.
-----Original Message-----
From: Randy Spradling [mailto:RSpradling@VANDAY.com]
Sent: Monday, March 15, 2004 10:42 AM
To: AlanEIUrfali@colliergv,net
Cc: Reed Jarvi
subject: 80747 - Time Ferguson East Trail Comp Plan TIS - Methodology
Addendum
Alan -
This memo is a follow-up to our discussion last Thursday regarding the methodology for
projecting the growth rate on the study area roadway network for the subject project.
In the Methodology Meeting, you requested that we add the projected traffic that is
expected to be generated by the several nearby PUDs that were shown on the map provided at
the meeting. The purpose of this build-up process was to provide for anticipated
background traffic growth that would exceed the recent historical growth trends on the
study area roadway network.
Ie this build-up method would be reasonable if all necessary data were readily
~ilable, we understand that there is presently no database in Collier that contains the
cumulative link assignments from the several PUDs. Absent the availability of such a
database, we propose developing annual growth rates for the roadway links using historical
data and FSUTMS 2010 projected volumes. This should generally provide a higher-than-
historical growth rate which would satisfy Collier County's needs, without the effort
needed to create from scratch a build-up model.
I understood from our discussions that Collier County will accept this traffic growth
method for use on this project. Unless I hear otherwise by Wednesday, March 17th, we will
proceed with the analyses under this revised assumption.
Randy Spradling
Senior Engineering Designer
VanasseDaylor
12730 New Brittany Blvd., Ste. 600
Fort Myers, Florida 33907
PH: 239-437-4601
FX: 239-437-4636
www.vanday.com
1
J Location 2003 ADT
Sta. T
TO: Ft. Ml"''''
C 546 TO: Bo.nih,Sprinp
(
Ii 0:..547
548
9
0
I
673
57 5 7 568'
679 682
1
"535
q
S
-75
City of
. Napies
t\
+
IlA YSHORE
DR
u
s
4
SBB: Santa Barbara Boulevard
Liv Rd: Livingston Road (CR 881)
Golden Gate Boulevard (CR 876)
To:
Statio~
locate'd~ 41
west of San
Marco Road
To: Miami
-<
Collier County
Department of
Transportation Operations
US 41 (SR90
557
City of Marco Island
Collier Blvd
SR951
Bald Eagle
Dr
KaruWlDr
Collier Blvd
SR951
624
San M.uco Rd
541
716
Hea.thwood Dr
712 -711
13
710......
Winteroeny
Dr
!VJanatee Road
Collier County
Average Dally Traffic (ADT) Counts
(Five Year History & Listed Alphabetically)
; 2004 ADT Change 03
S\.~. {' Location 2000 ADT 2001 ADT 2002 ADT 2003 ADT 04
613 Q 111th Ave North east of Vanderbilt Or (CR 901) 8,715 8,347 8,493 8,383 9,292 10.85%
585 Q 111th Ave North west of Vanderbilt Dr (CR 901) 4.887 5,437 4,593 4,774 5,500 15,22';"
665 A 29 (SR) north of Farm Worker's Village 9,033 9,704 9,919 9,940 10,131 1.92%
591 A 29 (SR) north of SR 82 6,868 7,090 7,601 7,540 81117 7.65V.
615 A 29 (SR) north of US 41 (SR 90) (Tamiami Trail E.) 2,066 3,025 3,072 3,198 2,591 a18.98%
582 A 29 (SR) south of US 41 (SR 90) 3,398 4,116 3,940 3,679 3,419 -7.07%
661 A 82 (SR) west of SR 29 10,069 9,632 11,624 11,144 11,225 0.73%
619 Q 646 (Davil's Garden Rd) east of SR 29 4,112 3,502 4,242 3,317 3,269 -1.45%
553 Q Airport Rd (CR 31) north of Oavis Bivd (SR 84) 43,314 47,224 45,883 47,870 50,029 4.51%
501 Q Airport Rd (CR 31) north of Golden Gate Pkwy. (CR 800) 49,738 50,825 50,748 43,412 42,784 -1.45%
693 Q Airport Rd (CR 31) north of North Road 52,148 55,416 53,860 -2.81';'
599 Q Airport Rd (CR 31 ) north of Orange Blossom Dr 46,382 48,731 45.664 48,896 46,144 -5.63%
503 Q Airport Rd (CR 31) north of Pine Ridge Rd (CR 896) 43,525 46,610 44,288 49,634 46,179 ..e.96-1,
543 Q Airport Rd (CR 31) north of US 41 (SR 45) (Tamlaml Trail) 24,424 27,978 27,572 27,919 29,607 6.05%
659 Q Airport Rd (CR 31) north of Vanderbilt Beach Ext (CR 862) 34,876 36,183 34,986 35,742 36,331 1.65'/.
552 Q Airport Rd (CR 31) south of Davis Blvd (SR 84) 33,147 37,914 36,031 37,000 37,895 2.42%
533 Q Airport Rd (CR 31) south of Golden Gate Pkwy (CR B86) 58,644 58,426 55,412 50,809 53,637 5.570;.
554 Q Airport Rd (CR 31) south of Immokalee Rd (CR 646) 30,474 32,588 31,899 32,518 33,601 3.33%
502 Q Airport Rd (CR 31) south of Pine Ridge Rd (CR 896) 51,035 51,231 49,877 46,331 46,970 1.38Y.
S Bald Eagle Dr (CR 953) north of Heathwood Dr 12,697 13,049 13,354 12,915 13,370 3.52%
.'utJ S Bald Eagle Dr (CR 953) north of Barfield Dr 7,201 8,437 9.250 7,105 8,505 19.71"',
539 Q Bald Ea91e Or (CR 953) north of Collier Blvd (SR 951) 11,043 12,402 11,173 11,388 13,233 16.20%
540 Q Bald Ea91e Or (CR 953) south of Collier Blvd (SR 951) 10,416 10,306 11,314 10,978 11,805 7.54%
622 Q Barfield Or south of Collier Blvd (SR 951) 7,350 8,091 8,578 8,349 8,938 7.05%
701 S Barfield Dr east of Bald Eagle Dr (CR 953) 4,032 4,127 4,950 4,548 5,196 14.25%
621 Q Barfield Dr north of Collier Blvd (SR 951) 3,375 2,884 3,546 3,405 3,601 5.75-;,
718 S Barfield Dr north of San Marco Rd (CR 92) 7,064 8,425 9,166 9,122 8,480 .7.04'/,
711 S Barfield Dr north of Winterberry Dr 4,573 6,113 6,619 6,384 6,081 -4.75'1,
713 S Barfield Dr south of Winterberry Dr 4,108 3,687 3,802 3,941 4,261 8.26'/,
521 Q Bayshore Dr north of Week Ave 15,728 16,626 16,352 15,377 14,636 -4.62",
626 A Camp Keais Rd south of Immokalee Rd (CR 846) 2,011 2,240 3,089 3,261 3,027 .7.35%
660 A Capri Blvd west of Collier Blvd (SR 951) 4,133 4,652 5,135 . 4,250 4,276 0.61'/,
610 Q Carson Rd north of lake Trafford Rd (CR 890) 5,374 5,688 5,656 5,703 5,927 3.93'1.
618 A Chokoloskee Causeway south of Plantation Parkway 1,763 2,354 2,173 2,209 2,172 .1.67'/,
573 Q Collier Blvd (CR 951) north of Davis Blvd (SR 84) 36,610 45.100 45,475 46,582 53,866 15.64%
584 Q Collier Blvd (CR 951) north of Golden Gate Blvd 15,459 16,827 18,042 18,538 18,518 .0.11%
525 Q Collier Blvd (CR 951) north of Golden Gate Pkwy (CR 886) 24,151 25,945 26,518 27,409 29,570 7.890/,
536 Q Collier Blvd (CR 951) north of Pine Rldge Rd (CR 896) 25.465 28,007 31,031 33,549 35,421 5.58",
602 Q Collier Blvd (CR 951) north of Rattlesnake Ham Rd (CR 864) 25,968 29,939 30,288 31,626 33,926 7.27'/,
L'''''o Q Collier Blvd (CR 951) north of US 41 (SR 90) (Tamiaml Trail) 25,073 21,077 22,828 23,920 21,918 .8.37'/, I
iQ Collier Blvd (CR 951) south of Golden Gale Pkwy (CR 886) 18,908 28,115 22,415 23,232 25,815 11.12-;,
6551 Q Collier Blvd (CR 951) south of lmmokalee Rd (CR 846) 13,239 14,149 19,125 19,484 21,796 11.87%
\
Page 3 - 8 of22
4/612005
Collier County
Average Dally Traffic (ADT) Counts
(Five Year History & Listed Alphabetically)
- r" .LocaUon 2000 AOT 2001 AOT 2002 ADT 2003 ADT 2004 ADT Change 03
04
657 Q Collier Blvd (CR 951) south of Lely Cultural Blvd 21,919 25,349 25,016 26,284 28,365 11.72'10
603 Q Collier Blvd (CR 951) south of Rattlesnake Ham Rd (CR 664) 24,247 26,583 27,713 27,828 31,462 12,65%
557 Q Collier Blvd (CR 951) south of U5 41 (SR 90) (Tamlami Trail) 29,346 33,422 34,288 34,132 35,556 4.17% I
555 Q Collier Blvd (5R 951) east of Bald Eagle Dr (CR 953) 16,504 19,446 18,995 18,914 20,627 8,06%
624 Q Collier Blvd (5R 951) north of San Marco Rd (CR 92) 15,775 16,230 17,721 16,656 18,348 10,18%
708 S Collier Blvd (SR 951) north of Winterberry Dr 9,990 12,271 12,464 12,627 13,058 3.40%
627 Q Collier Blvd (SR 951) south of Capri Blvd (CR 952) 22,927 25,399 26,386 26,178 27,814 6.25%
556 Q Collier Blvd (5R 951) south of Marco Bridge (Jolley Bridge) 22,422 25,689 26,493 26,271 27,743 5.60%
716 S Collier Blvd (SR 951) south of San Marco Rd (CR 92) 15,951 16,311 17,335 17,951 18,885 5.20%
710 5 Collier Blvd (SR 951) south of Wilterberry Dr 10,655 10,192 10,818 11,160 11,035 -1.12%
623 Q Collier Blvd (SR 951~west of Bald Eagle Or (CR 953) 18,123 19,958 22,664 21,281 23,519 10.52'/.
520 Q County Barn Rd north of Rattlesnake Ham Rd (CR 864 ) 10,644 10,968 11,266 11,354 11,474 1.05%
641 A County Barn Rd south of CC R&B Facility 16,171 17,106 14,954 15,005 0 .100.00'/.
519 Q County Barn Rd south of Davis Blvd (SR 84) 14,005 13,775 13,863 14,124 13,837 .2.030/.
559 Q Oavls Blvd (5R 84) east of Airport Rd (CR 31) 27,112 30,590 31,084 30,183 30,798 2.04%
558 Q Oavls Blvd (SR 84) west of Airport Rd (CR 31) 28,532 33,665 33,104 32,886 33,942 3.84'/.
601 Q Davis Blvd (SR 84) west of Collier Blvd (CR 951) 21,058 22,830 22,726 22,920 25,969 13.31'/.
560 Q Oavls Blvd (SR 84) west of Radio Rd (CR 856) 11,763 13,747 14,122 14,200 14,985 5.390/.
538 Q Davis Blvd (SR 84) west of Santa Barbara Blvd 27,321 31,917 31,000 30,789 32,561 5.76'/.
..- Desoto Blvd north of Golden Gate Blvd (CR 876)
A 929 846 1,180 1,365 1,585 16.12'/.
- A Desoto Blvd south of Golden Gate Blvd (CR 876) 927 1,854 1,139 1,522 2,039 33.97'/.
704 S Elkcam Circle east of Bald Eagle Dr (CR 953) 8,173 6,188 8,375 7,756 6,940 -10.53%
705 S Elkcam Circle west of Bald Eagle Dr (CR 953) 3,701 4,632 4,313 4,346 4,666 7.82%
636 5 Everglades Blvd north of Golden Gate Blvd (CR 876) 3,166 3,576 4,448 5,817 6,520 12.08'/.
635 5 Everglades Blvd north of Oil Well Rd (CR 858) 1,882 2,585 3,105 3,974 5,328 34.06%
637 S Everglades Blvd south of Golden Gate Blvd (CR 876) 3,242 3,649 4,294 4,946 5,672 14.68%
549 Q First 51 south (CR 846) south of Main 5t (5R 29) 11,687 11,943 12,855 12,945 12,866 .Q.60'/.
531 Q Golden Gate Blvd (CR 876) east of Collier 81vd (CR 951) 17,054 20,156 20,307 25,368 27,606 8.82%
652 Q Golden Gate Blvd (CR 876) east of Wilson Blvd 11,067 12,175 12,474 15,801 17,190 8.19%
853 A Golden Gale Blvd (CR 876) west of 13 Sl NW DISC, OiSC DiSC DISC 0 0.00'1.
676 Q Golden Gate Blvd (CR 876) west of Wilson Blvd 13.706 14,566 16,805 20,667 23,255 12.52'/.
508 Q Golde. Gale Pkwy (CR 886) east of Airport Rd (CR 31) 28,022 30,027 30,335 28,877 29,836 3.32%
891 Q Golden Gate Pkwy (CR 866) east of Livingston Road (CR 881) 31,140 28,860 0 -100.00%
605 Q Golden Gate Pkwy (CR 886) east of Santa Barbara Blvd 26,988 29,670 30,785 31,042 29,124 -6.18%
507 Q Golden Gale Pkwy (CR 886) wesl of Airport Rd (CR 31) 43,062 45,172 44,288 44,592 45,594 2.25%
510 Q Golden Gale Pkwy (CR 886) west of Collier Blvd (CR 951) 16,851 16,377 18,467 18,640 19,145 2.71'1.
530 Q Golden Gate Pkwy (CR 866) west of Goodlette Rd (CR 851) 25,993 22,441 22,112 23,119 21,677 -6.24%
509 Q Golden Gate Pkwy (CR 886) west of Santa Barbara Blvd 27,818 39,391 31,604 29,194 0 -100.00%
505 Q Goodlette Rd (CR 851) north of 22nd Ave north 33,444 36,724 35.368 33,093 31,414 -5.08%
:;a5" Q Goodlette Rd (CR 851) north of Orange Blossom Dr 19,120 22,349 20,522 0 0 0.00'/.
Q Goodlette Rd (CR 651) north of Pine Ridge Rd (CR 896) 20,957 25,207 22,055 0 0 0.00'1.
I 569 Q Goodlerte Rd (CR 851) south of First Ave south 24,800 26,989 27,776 28,824 29,084 0.90'/.
\
Page 3.8 of 22
4/612005
Collier County
Average Dally Traffic (ADT) Counts
(Five Year History & LIsted Alphabetically)
. Location 2000 ADT 2001 ADT 2002 ADT 2003 ADT 2004 ADT Change 03
04
663 Q North 15th St (SR 29) north of Lake Trafford Rd (CR 890) 9,294 10,368 10,087 11,085 11,585 4.330/.
683 Q North 15th SI (SR 29) south of Laka Trafford Rd (CR 890) 17,213 16,965 16.969 17,574 16,525 .5,97%
662 Q North 15th St (SR 29) south of Monroe Sl DISC DISC DISC DISC 0 0.00'1.
590 Q North 1 st Sf north of Main St (SR 29) 7,113 8,133 7,408 7,304 7,977 9,21'10
692 Q North Road west of Airport Road (CR 31) 2,857 2,474 2,916 17.85%
645 Q Oakes Blvd north of Vanderbilt Beach Rd (CR 862) 9,892 11,537 11,822 12,603 13,920 8.73%
682 Q Oakes Blvd south of Immokalee Rd (CR 846) 9,088 10,954 11,241 11,598 11,953 3.05%
725 S Oil Wen Rd (CR 858) east of 819 Cypress Elem Sch 4,383 4,246 5.340 6,692 6,119 -8.56%
724 S Oil Wen Rd (CR 858) east of Immokalee Rd (CR 846) 5,950 6,390 6,687 6,124 9,096 11,97%
547 Q Old US 41 (CR 887) at Lee County Une 11,941 12,553 14.750 14,933 16,312 9,23'10
647 Q Orange Blossom Dr east of Timberline Dr 7.247 8,287 9,348 9,074 9,648 6.310/.
526 Q Pine Ridge Rd (CR 896) east of Airport Rd (CR 31) 46,311 53,113 51,966 51,988 53,913 3,71%
514' Q Pine Ridge Rd (CR 896) east of Goodlette Rd (CR 851) 50,483 53,993 50,035 50,667 0 .100.000/.
535 Q Pine Ridge Rd (CR 896) east of Logan Blvd (Santa Barbara) 16,554 18,329 19,517 21,625 23,481 8.59'!.
512* Q Pine Ridge Rd (CR 896) east of US 41 (SR 45) (Tamiami Tr) 35,016 38,562 35,446 43,429 37,603 .13.41%
515 Q Pine Ridge Rd (CR 896) west of Airport Rd (CR 31) 44,735 45,988 44,655 45,684 48,034 5.19%
600 Q Pine Ridge Rd (CR 8ge) west of Logan Blvd 31,027 35,028 37,164 39,563 41,985 6.07%
634 A Plantation Parkway east of CR 29 622 627 596 842 730 13.710/.
544 Q Radio Rd (CR 856) east of Airport Rd (CR 31) 22,943 24,112 22,527 23,677 25,536 7.86'10
,-. Q Radio Rd (CR 856) east of Santa Barbara Blvd 13,261 15,321 15,851 15,443 17,599 13.96%
- Q Radio Rd (CR 856) west of Davis Blvd (SR 84) 9,512 10,218 9,976 10,008 11,435 14.25%
527 Q Radio Rd (CR 856) west of Santa Barbara Blvd 22,017 34,814 24,261 23,858 25,619 7.38'/.
688 Q Radio Road (CR 856) east of Livingston Road (CR 861) 26,163 28,593 32,238 12.75%
689 Q Radio Road (CR 856) west of Livingston Road (CR 681) 21,809 22,754 25,778 13.29-;.
651 Q Randall Blvd east of Immokalee Rd (CR 846) 5,520 5,181 6,077 7,135 7,882 10.46%
534 Q Rattlesnake Ham Rd (CR 664) east of County Barn Rd 13,065 14,294 15,717 14,537 15,586 7.21'1.
516 Q Rattlesnake Ham Rd (CR 864) east of US 41 (SR 90fTamiami Tr) 13,103 15,920 15,682 16,703 17,509 4.82%
518 Q Rattlesnake Ham Rd (CR 664) west af Collier Blvd (CR 951) 6,892 7.841 9,067 10,051 10,876 8.20%
517 Q Rattlesnake Ham Rd (CR 864) west of County Barn Rd 11,856 14,039 14,078 14,852 15,062 1.41%
I 719 S San Marco Dr (CR 92) east of Floral 8t 4,465 4,618 4,608 4,140 4,506 8,83'10 I
541 Q San Marco Rd (CR 92) east of Collier Blvd (SR 951) 6,161 6,621 6,234 7,537 7,152 -5.10%
542 Q San Marco Rd (CR 92) west of Barfield Dr 9,263 9,900 10,167 9,752 12,080 23,86'10
648 S Sanctuary Rd north of Immokalee Rd (CR 646) 777 849 644 721 745 3.33%
537 Q Santa Barbara Blvd north of Davis Blvd (CR 84) 17,746 19,826 20,531 20,111 19,821 -1.44%
529 Q Santa Barbara Blvd north of Golden Gate Pkwy (CR 666) 25,939 27,159 28,692 25,749 24,146 -6.22'1.
606 Q Santa Barbara Blvd north of Radio Rd (CR 856) 28,300 31,052 27,605 21,194 27,692 1.83%
528 Q Santa Barbara Blvd south of Golden Gate Pkwy (CR 886) 31,815 32,954 30,260 28,914 28,471 -1,53'10
511* Q Seagate Drwest af US 41 (SR 45) (Tamiami Trail) 14,831 17,127 16,848 16,930 16,200 -4,31%
720 S Shadowlawn Dr north of Davis Blvd (SR 84) 4,739 4,703 4,859 4,472 4,005 -10.43%
~3 Q Shadawlawn Dr south of Davis Blvd (SR 84) 7.337 7,920 7,676 6,866 6.854 ~.170/.
Q Thomasson Dr west of Lombardy Lane OISC DISC OISC DISC 0 0.00%
1706 S T1gertail Ct west of Collier Blvd (SR 951) 2,570 2,447 2.473 2,587 2,156 6.530/.
Page 3 - 8 of 22
4/612005
Collier County
Average Dally Traffic (ADT) Counts
(Five Year History & Listed Alphabetically)
_.
I' LocatIon 2000 ADT 2001 ADT 2002 ADT 2003 ADT 2004 ADT Change 03
04
546 Q US 41 (SR 45) at Lee County Line . 31,891 32,787 37,790 38,280 38,251 -0.08%
564 Q US 41 (SR 45) north of Immokalee Rd (CR 8411) 46.468 0 53,446 53,888 54,488 0.89'/.
562 Q US 41 (SR 45) north of Pine Rldge Rd (CR 896) 44,117 42,102 48,686 49,715 53,026 6.66'(0
577 Q US 41 (SR 45) south of 99th Ave North 37,974 0 47,581 49,071 53,423 8.87'/.
561 Q US 41 (SR 45) south of Pine Ridge Rd ( CR 896) 52,426 55,646 54,635 56,497 57,838 2.37%
563 Q US 41 (SR 45) south of Vandemilt Beach Rd (CR 862) 41,613 0 44,546 4ll,390 49,739 7.22'1.
604 Q US 41 (SR 90) east of Airport Rd (CR 31) 40,214 46,774 45.164 46,908 49,091 4.650/.
608. Q US 41 (SR 90) east of Coilier Blvd (CR 951) 10,789 12,552 12,570 0 12,977 0.00%
545 Q US 41 (SR 90) east of Davis Blvd (SR 84) 31.156 30,800 33,069 33,594 35,118 4.54'/.
572 Q US 41 (SR 90) east of Rattlesnake Ham Rd (CR 864) 33,566 36,312 36,301 36,199 37,973 4.90Y,
616 A US 41 (SR 90) east of SR 29/CR 29 4,217 5.032 4,661 5,098 4,113 -19.32'/.
571* Q US 41 (SR 90) west of Collier Blvd (SR 951) 22,992 26,062 27,069 0 27,758 0.00%
570 Q US 41 (SR 90) west of San Marco Rd (CR 92) 4,875 5,159 4,952 5,585 5,022 -10.09%
617 A US 41 (SR 90) west of SR 291CR 29 5,120 6,126 5,692 6,215 5,049 .18.76'/.
646 Q Vanderbilt Beach Exl (CR 862) east of Pelican Ridge 22,118 22,670 23,203 24,032 25,554 6.33'/.
579 Q Vanderbilt Beach Rd (CR 862) east of Airport Rd (CR 31) 24,391 27,867 26,478 27,734 24,599 -11.30'1.
666 Q Vanderbilt Beach Rd (CR 862) east of Goodlette Rd (CR 851) 22,487 24.732 24,995 25,781 26,640 3.41'/.
668 Q Vanderbilt Beach Rd (CR 862) east of Vineyards Blvd 17,440 19,587 18,440 18,203 18,155 ..0.26'1.
721 S Vanderbilt Beach Rd (CR 862) east of Vineyards Blvd 0 a.oo'la
"c~ - Q Vanderbilt Beach Rd (CR 862) west of Collier Blvd (CR 951) 10,362 11,938 11,421 11,247 12,099 7.5S'/.
Q Vanderbilt Beach Rd (CR 862) west of Oakes Blvd 20,587 22,105 21,923 23,072 26,351 14.21%
722 S Vanderbilt Beach Rd (CR 862) west of Oakes Blvd 0 0.00'/,
524 Q Vanderbilt Beach Rd (CR 862) west of US 41 (SR 45fTamiaml Tr) 17,616 20,369 19,171 20,036 20,680 3.22%
633 Q Vanderbilt Dr (CR 901) north of Vanderbilt Beh Rd (CR 862) 8,596 10.791 7,670 6,958 7,223 3.81'/,
578 Q Vanderblll Dr (CR 901) north of l11th Ave North 11,466 13,069 10,826 10,863 11,476 5.64%
548 Q Vanderbilt Dr (CR 901) north of Wiggins Pass Rd (CR 888) 10.419 12,506 11,547 9,591 10,685 11.40'1.
632 Q Vanderbilt Dr (CR 901) south of 111th Ave N 7,075 6,348 6,334 5,662 6,049 3.18'/,
640 A Vineyards Blvd south of Vanderbilt Beach Rd (CR 662) 7.200 7,894 7,711 8,420 7,891 .6.28,.,
611 Q Westelox Rd west of North 15th St (SR 29) 2,952 4.559 3,391 3,300 3,481 5.47'/,
592 A Wiggins Pass Rd (CR 866) east of Gulf Harbor Rd DISC. DISC. DISC. DISC, 0 0.00'1.
o'
670 Q Wiggins Pass Rd (CR 868) east of Vanderbilt Dr (CR 901) 4,167 4.624 4.768 4,836 5,611 16.02%
669 Q Wiggins Pass Rd (CR 688) west of US 41 (SR 45) 6,166 6,513 7,132 7,413 6,104 9.33'1,
660' Q Wilson Blvd north of Golden Gate Blvd (CR 676) 3,911 4,947 5,352 7,390 8,259 11.76%
676 Q Wilson Blvd north of Immokalee Rd {CR 846} 1,182 1,330 1,500 1,578 1,528 -3.15%
681 Q Wilson Blvd south of Golden Gate Blvd 408 411 406 411 419 2.01'1,
650. Q Wilson Blvd south of Immokalee Rd (CR 846) 3,639 4,408 5,158 6,852 8,671 29.56'1.
709 S Winterberry Dr east of Collier Blvd (SR 951) 4,368 4,313 4,506 4,297 4,769 11.00'1,
712 S Winterberry Dr west of Barfield Dr 3,926 4,454 4,743 4,427 4,961 12.06%
703 S Yellowblrd 5t east of Bald Eagle Dr (CR 953) 1,440 1,612 1,694 1,636 1,772 8.31%
..?02 S Vellowblrd St south of Collier Blvd (SR 951) 1,935 2.258 2,343 2,261 2,496 10.37'/,
Actuaf change in overall 2004 traffic from 2003 traffic is an increase of: 3,640,260 3,666,020 3,740,144 2.02%
'\
Page 3 ~ 8 of 22
4/6/2005
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lilll.I' ,. LUJ't I . L orm I,v.j IVV , ' v
FLORIDA TRANSPORTATION ENGINEERING, INC
8250 PASCAL DRIVE, SUITE 101
Counter. 2084 PUNTA GORDA, FL 33950 File Name: Collier Bkvd end US41
CQunted By: Mike PH# (941) 639 2818, FAX#(941) 639 4851 Site Code : 00002132
Weatl1er; Good Start Date : 0212612004
~r: Page No :1
Groups Printed- CARS, TRUCKS AND PED
-'Golller Blvd -- . Collier Blvd- _.. 'l I
Southbound Westbound Northbound Eastbound
i
Slart Time ~ht I Th~T Left I PEds Ri9ht Left I P~dS. Right Left Peds I Right I Thru I Le'iil Peds Int]
j Total
UI:U(J '3'" 191 42-- . 7 0 . "T 10643 16 0 --llU3
07:15 20 226 57 ~ 56 9 0 4 111 125 0 174 95 24 0 931
07:30 14 259 63 o 43 72 7 0 8 124 176 0 171 82 28 0 1047
07:45 26 213 66 o 42 65 3 0 7 125 170 0 129 112 29 01 987
'citiil 73 889- 228 r" 263 26 '---U .- 0 580 332 "91 U 3168
08:00 21 233 64 0 36 91 2 1 4 123 156 .~ 114 81 28 0 954
08:15 19 235 62 0 67 95 7 0 4 124 155 138 57 9 0 972
08:30 12 198 60 0 40 87 3 0 1 118 199 122 77 29 0 946
08:45 18 185 41 0 52 88 8 0 6 127 157 98 68 22 0 870
Tofal 10 851 227" 0 195-'-"3 1'5 492 667 41'2. 283 88 0 . 3742
BREAK
16:00 24 150 72 O! 101 173 18 0 8 338 ,~ Jl '"' 105 40 0 1469
16:15 25 176 53 0 73 180 19 0 6 417 277 0 182 90 45 0 1543
16;30 20 190 56 0 85 153 18 0 8 402 294 0 210 84 34 0 1554
16:45 25 183 55 0 87 168 15 g-I' 8 461 384 0 174 93 25 0 1678
lotal 94 699- 236 0 '-346 614 IU 30 1618 '120'3 I It>!! 31'2. 144--. 0 6244
17:00 14 148 49 0 84 162 9 0 10 441 370 0 197 101 39 0 1624
17:15 22 166 42 0 68 122 15 0 13 469 320 0 183 106 38 0 1564
17:30 31 130 42 0 61 127 12 1 17 399 347 0 178 90 38 0 1473
17:45 14 162 45 0 55 129 11 0 21 413 350 01 136 89 30 0 1455
lotal 81 -oOlr 178 - UI '2.08 b4U 41 1 61 17221381 01 694 380 145' 0 6116
Grand Total 318 3045 869 0 960 1838 163 2 132 4289 3903 0 2504 1373 474 0 19870
Apprch % 7.5 72-0 20.5 C,O 32.4 62.0 5.5 0,1 1,6 51,5 46,9 0.0 57.5 31.6 10.9 0,0
Total % 1.6 153 44 0.0 4..8 93 08 00 0.7 21.6 19..6 00 12.6 69 24 00
<..;olllerBlvd -r US41 ~-I R'- Collier v
Southbound Westbound Northbound Eastbound
: Slart Time IgI1I Thru I Left [- P)'I '9 Thru L~ftl pp. j . '9 Th I L ft p, "RIg~-Thl L ft I App." "--Inri
t To:~1 t , Total I ru e~otal true Tot..,.!. Tota'l
Peak Hour rom Oll9:UO-=-Peak 1 0f 1
By 108:00 107:45 07:15
Approach 07;30
Volume 80 940 255 1275 195 361 20 576 16 490 680 1186 588 370 109 1067
Percenl 6,3 73..7 20.0 33.9 62.7 3.5 1.3 413 573 55.1 34.7 102
High Int. 07;30 08:15 08:30 07:15
Volume 14 259 63 3:;6 67 95 7 169 1 118 199 318 174 95 24 293
Peak 0949 0852 0.932 0910
Factor
Peak Hour From 16'00 to 17.:45 - Peal' 1 of 1
By 16:00 \16:45 16:30
-A.oproach 16:00
volume 94 699 236 1029 346 674 70 1090 48 177 142 3239 764 384 136 1284
0 1
Percent 9.1 67.9 22.9 31,7 61.8 64 1.5 54_6 43.9 59.5 29.9 106 3371
High Int. 15:30 16:00 16A5 117:00
Volume 20 190 56 265 I 101 173 18 292, 8 461 384 853 197 101 39
---_.,--',.
Ma r ' 17 ' 2004 3:38PM 110, f ~ /L " v
Florida Transportation Engineering, Inc..
8250 Pascal Drive, Suite 101
::Ounter. 2084 Punta Gorda, FL 33950 File Name : US 41 and CR 92
;ounted By: Kim mathers Ph# (941) 639 2818, FaX# (941) 639 4851 Site Code : 00002084
l\Ieather: Good Start Date : 311612004
)tr 104014-12 Page No :1
Groups Printed- Cars. Trucks and Pad
_ Start ~~~L ~!~~~l- ~~l:~nde CR92 US41
Northbound ' Eastbound
ru e
o --~.~-' - -~r - _.~ . ~ I ~~
07:15 0 31 4 0 4 0 7
07:30 0 18 9 0 6 0 17 o 17 28 0 o~ 95
07:45 0 23 16 0 4 0 5 o 19 33 0 1 101
--Total 0 109 35 0 23 0 42 o '61 105 - o' ----.-1 -m-
08:00 0 27 6 0 3 0 7 0 14 41 0 0 98
08:15 0 20 7 0 8 0 15 0 14 18 0 0 82
08:30 0 31 3 0 10 0 11 0 14 31 0 0 100
08:45 0 37 6 0 11 0 5 0 6 30 0 0 95
T6u.r--- -O---ffS I "--'113'- --'120 . U. 0 375
BREAK
16:00 0 63 20 0 9 0 27 0 14 51 0 0 184
16:15 0 48 19 0 10 0 44 0 18 31 0 0 t70
16:30 0 63 19 0 2 0 24 0 14 36 0 0 158
16:45 0 40 10 0 13 0 21 0 7 40 0 O. 131
.
laUtl -o---;[~- 1'511--U--' . 01 843
17:00 0 44 11 g\ 6 0 34 0 12 47 0 01 154
17:15 0 35 16 6 0 13 0 14 25 0 0 109
17:30 0 37 12 4 0 15 0 10 37 0 0 115
17:45 0 30 10 o! 6 0 9 0 18 37 0 0 110
lotal 0 141j I lI68'
Grand Total 0 584 174 0 111 0 267 0 216 529 0 1 1882
Approh % 0,0 77.0 23_0 0.0 29_4 0,0 70,6 0,0 29,0 70.9 0.0 0,1
Total % 0,0 31,0 9.2 0.0 5,9 0,0 14.2 0.0 11,5 281 0,0 0,1
Westbound Northbound Eastbound
Start Time Ri9h~_~;- ~:il
Peak Hour t-rom 0
By Approach 07:00 107:00 \08'00 ' 07:15
Volume o 0 109 35 144 32 0 3B 70 89 130 0 199
Percent I 0.0 757 24.3 45.7 0..0 54.3 34,7 65.3 0_0
High Int - 107:00 : 08:15 08:,00
Volume - 0 37 6 43' 8 0 15 23 14. 41 0 55
Peak Factor 0.8371 0761 0_905
Peak Hour From 16:00 10 17:45 - Peak 1 of 1
By Approach 16:00 16:00 16:15 16:00
Volume 0 0 211 68 282 31 0 123 154 53 158 0 211
Percent 0,0 75,g 241 20,1 0,0 79,9 25,1 74,9 0.0
High Int. 16:00 16:15 16:00
Volume 0 63 20 83 10 0 44 54 14 51 0 65
Peak Factor 0_849 0.713 0.812 i
,
Lanes, Volumes, Timings
3: Collier Blvd & US 41
Timing Plan: 2007 AM BKGD
Townsend Trust East Trail
'!lj
t
~
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J
"
of'"
......
\.
... ..
500 500
169
Approach L05
C
C
C
C
~ Other
~J I I~,oi.lllr-ft' ~i.i17 ..I::l-"..V..'..U_ _A__________
Actu~
~,__..-~,"1-.......ir.- ____ 1IlI!!~~h.
Maximum~
~~_. _.._....l_-A~~ lID!1Jl4~-
Inter~ac~tilization 64,8% ICU Level of Service C
ml__~- __,~~__~.._ ._u,llm/t7~. ""...~_.II.I!lli_
Existing Conditions wfRevised SR 951
ERS
Vanasse & Daylor, LLP
Synchro 6.0 Report. Page I
1:IProjectsI807\80747ITrafficISYNCHROITownsend Trusc BKGD AM 41n 9SI,sy7
Lanes, Volumes, Timings
3: Collier Blvd & US 41
Timing Plan: 2007 PM BKGD
Townsend Trust East Trail
~
t
~
~
~
J.
'x
'\
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"
\
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---
-
T ota! lost Time !!l.
~7
~ 0
--II" I "'-~.&
Satd. Flo~ 4990 3539
_ _f--' liB
Satd. Flow..(~ 4990 3539
.....or_ II!
_satd, Flow ~1~
---- ....
Unk Distan~_
--...,..
Volume..ll:2.!ll.- 1400
RV~lIII,1E IV"" "..1
Lane Gr~ 1522 2054
_lliM--'
Protected Phases 5
....... ~.T'-""'-'lI!-
~ 41.0 64,0
_-"""III!IIIl\~
Actuated gJC Ratio 0.34
___........ .IklJ.
Uniform D~I 34,8
_~"_r
-
o
4,0 4,0 4,0 4,0 4,0
ITE II
0 0 0 0
"' I
1583 3433 3539 1583 2787
111'- -
1583 3433
. -n.. -
4.0
4.0
1648
II
1890
2
____ Other
. -~N ~l.",dn.dlol!""'Il~""""'~
~O
IU~Lrnlllf'-rillil~Il_",./:l>IIAl_l1rU~-. -
Maximum v/c Ratio: I,ll
....._~rr-~w:I'V~ ...
~ Utilization 93.0% ICU level of Service F
lit. J.__..__LilI h.rn .111L-..._.-J]..L~~illDJIf-
Existing Conditions w/Revised SR 951
ERS
Vanasse & Daylor, LLP
Synchro 6.0 Report. Page I
1:IProjects\807180747\TrafficlSYNCHROITownsend Trust BKGD PM 41n 951.sy7
Lanes, Volumes, Timings
3: Collier Blvd & US 41
Timing Plan: 2007 AM Total
Townsend Trust East Trail
"
t
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\.
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"
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~ ~ ~ ~ ~ ~ ~ ~
. --L__- -I7UIr-~~",III!!JII'.~-liUIll "__'
Total LostTimeJsL__ 4.0 4,0 4,0 4.0 4.0 4.0 4.0 4,0 4.0 .4.0 4.0 4.0
...., __ 1!lI I" _. II.. "...dJ..f,1R~-1 r'-
~tecto.!..l!!L. 0 0 0 0 0 0 0 0 0 0 0 0
IIIEIIIIII ~"- _ , J_."",~.j_.Y - p --r"~1 -TI!' -.-
S.td. Flow (PIJ1!l_ 4990 3539 1583 3433 3539 1583 3433 5085 2787 1770 5085 1583
_I"l-.........T -!!"' -- J - VIII!IIBIJIIIII~~U i~r r-
Satd. FloY'~ 4990 3539 1583 3433 3539 . 1583 3433 5085 2787 1770 5085 1583
~~ ~r - 'll-"". ' 1"11\1.__ _iP'- -, -.dU lit
~ 73 87 187 208
___ _.L J - _.Iii) .... r .willi _..!>.u._ 1 , .J tllJl_lP.' ~1 -~
UnkDistan~ 1648 1984 1879 1201
_~....~ .111.'- TI - I n.dr ~- '1JIIr~ "ll!~~ 1'--. ~..
~ ,l/it. 530r 6r_-~~inL.. 8~"i-fl.jr' !~ l -_; ~
~F1ow!Yl1.!Jl.."__815 576 73 327 1022 87 130 538 772 46 358 208
___~_JJII ~_.....,,- _..illllIIII~--""~~I~
Protected Phases 5 2 1 6 7 4 4 5 3 8
ilLlm _ --BIDI~ .I~ . -~-w'"].1_"-'-Ill_t~
~. 31.0 58.0 58,0 23.0 50.0 50.0 13,0 26.0 57.0. 13,0.. 26.0 26.0
~.~---~~~
Actu.ted~Ratio. 0.22 0.49 0.49 0,14 0.40 0.40 0.07 0.19 0.44 0.07 0.16 0.16
JDI -.,__Jlllnr..-.,. - 'V ..IIII4ll I.-"l~
.- Uniform Del~l. 42,3 18.5 0.0 47.7 29.2 0.0 51.7 42,6 17.8 52,8 42.7 0.0
_~...t _..., ____Jmn.~lrll,.II!W~..........l~V""""1
Queue Del~ 0,0 0.0 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0. 0.0 0,0
ii&.,.-,,!IIII,l.r'"llInM. -- ~-~~
LOS 0 8 A 0 CAE 0 8 E 0 A
1IIllI11lIl,,_...,.._.,-~iL Jl.IIlIIlill ~~4r-ll7'.--i1~
Approach LOS C 0 C C
~..... Other
~'W""""'-_-.JWI -'~~'~
Actuaced C;;ycle L~J!th: 114.7
~II"...........I Jlr-T--'-.Q.. UnlllWll_~~-"
Maximum v/c Ratio: 0,75
uM....J1~ ~.Ld'I-'I 1_-d~1I ..~~
Intersectio~tilization 66,5% ICU Level of Service C
~.-JlLlllrlW' JIIY_....IiI - . .~~_""_,.~I
Existing Conditions w/Revised SR 951
ER5
Vanasse & Daylor, LLP
Synchro 6.0 Report. P.ge I
1:IProjectsI807\80747\TrafficI5YNCHROITownsend Trust TOTAL AM 41n 951.sy7
Lanes, Volumes, Timings
3: Collier Blvd & US 41
Timing Plan: 2007 PM Total
Townsend Trust East Trail
.,
t
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~
~
,J
J.
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'\
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'-
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-~~
~ (ft) 500 500 500
_ Ir-If ..N....V __IV
Total Lost TIme <ll_ . 4,0 4.0 4.0 4,0 4,0
~ .I~ IIIW ,~J.- ..L -, ,,. Ow
~. 0 0 0 0 0 0 0
-..1 - /[- - lfI;(rl...1 IIf! '-I.-.
Satd, Flow f2!:2!L..... 4990 3539 1583 3433 3539 1583 3433
~."..,...u.-.l1I~, -.~... Y 11--- Jllll___ ~1lIP
~ 4990 3539 1583 3433 3539 1583 3433 5085 2787 1770
__1~_lIlWI;I- JUIIfL. -..I,,.. n.rmllJl_,l1IMlII 111I__.
~~ 64 104 76
~'. 1"_ ..... __ ~lir ~_JI .Jl'. 1""..I..l.I~1
Link Di~ 1648 1984 1879
_______.- 1_ .ll,.EllIl'''' ........-1 --'UI ~rr 1...__illU.ll
Volume J!i!!ll. 1400 1890 59 281 740 100 160 384 780. 114
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l!lIIIN"'_ L.a'M~Jlllln1/.III'~-~.__Illl~.
~(s) 38.0 64,0 64.0 12.0 38.0 38.0 9.0 22.0 60,0. 12.0
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Existing Conditions w/R.evised SR 951
ERS
Vanasse & Daylor, LLP
Synehro 6.0 Report. Page I
1:IProjects\B07\80747\TraffieISYNCHROITownsend Trust TOTAL PM 41n 951.sy7
HCM Unsignalized Intersection Capacity Analysis
2: US 41 & CR 92
Timing Plan: 2007 AM BKGD
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ERS
Vanasse & Daylor. LLP
Synchro 6,0 Report. Page I
1:IProjectsIB07IB0747ITrafficISYNCHROITownsend Trust BKGD AM.sy7
HCM Unsignalized Intersection Capacity Analysis
2: US 41 & CR 92
Timing Plan: 2007 PM BKGD
Townsend Trust East Trail
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ERS
Vanasse & Daylor, LLP
Synchro 6.0 Report. Page 1
1:IProjectsI8071807471Traffic\5YNCHROITownsend Trust BKGD PM.sy7
HCM Unsignalized Intersection Capacity Analysis
2: US 4\ & CR 92
Timing Plan: 2007 AM Total
Townsend Trust East Trail
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Vanasse & Daylor, LLP
Synchro 6.0 Itepore. Page I
1:\ProjectS\807\80747\TrafficISYNCHltO\Townsend Trust TOTAL AM.sy7
HCM Unsignalized Intersection Capacity Analysis
2: US 41 &CR 92
Timing Plan: 2007 PM Total
Townsend Trust East Trail
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Vanasse & Daylor, LLP
Synchro 6.0 Report. Page I
1:\ProjectS\807\80747\TrafficISYNCHROITownsend Trust TOTAL PM.sy7
HCM Unsignalized Intersection Capacity Analysis
I: US 41 & Site Access
Timing Plan: 2007 AM Total
Townsend Trust East Trail
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Vanasse & Oaylor. LLP
Synchro 6.0 Report. Page I
1:IProjectsI807\80747\TrafficISYNCHROIT ownsend Trust TOTAL AM.sy7
HeM Unsignalized Intersection Capacity Analysis
I: US 41 & Site Access
Timing Plan: 2007 PM Total
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Vanasse & Daylor. LLP
Synchro 6,0 Report. Page I
1:IProjectsl807180747lTrafficlSYNCHROITownsend Trust TOTAL PM.sy7
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Townsend Trust East Trail
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EXHIBIT V.F.1
Project Number: 80747
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