Agenda 07/12/2022 Item #16A16 (Easement Use Agreement for a protion of Tracts P and B-2 Pelican Lake R.V. Resort)07/12/2022
EXECUTIVE SUMMARY
Recommendation to approve an Easement Use Agreement (Agreement) for a portion of Tracts P
and B-2, Pelican Lake R.V. Resort, Unit Four, according to the plat thereof as recorded at Plat
Book 30, Page 16 of the public records of Collier County.
OBJECTIVE: To approve an Easement Use Agreement (EUA) between the County and the current
property owner of a portion of Tracts P and B-2, Pelican Lake R.V. Resort, Unit Four, in order to allow a
portion of the asphalt storage yard to encroach approximately 15.0-feet into a 20-foot-wide drainage
easement, as well as a fifteen -foot landscape buffer, more specifically shown on Exhibit "A".
CONSIDERATIONS: There is an existing asphalt storage yard on the subject property that encroaches
approximately 15-feet into a 20-foot-wide drainage easement located along the easterly boundary of the
property. The subject easement is dedicated to the Pelican Lake Property Owners Association, with
responsibility for maintenance and to Collier County with no responsibility for maintenance.
Pelican Lake is a luxury motor coach community consisting platted lots for recreational vehicles. The
Pelican Lake PUD was originally approved as Ordinance No. 97-70 to allow for the development of an
RV resort with associated facilities which include a clubhouse, recreational facilities and customary
accessory uses. One of these customary accessory uses permitted in section 3.3.13.3. of the PUD is for
storage (including RV and boat storage).
The Plat for Pelican Lake R.V. Resort Unit Four in Plat Book 30, Pages 16-18 contains the grant of a
drainage easement. The drainage easement at issue is located on the eastern boundary of Pelican Lake's
property. This drainage easement occupies approximately twenty feet (20 ft) of the eastern portion of
Pelican Lake's property, and the applicant is requesting an EUA to allow for continued utilization of the
area for storage by the Association. Additional drainage easement in Tract P will be used for a landscape
buffer and will be replatted as shown on Exhibit "A".
Sometime in or around 2008, Pelican Lake paved over a portion of the drainage easement with asphalt,
and the drainage easement has not functioned as or been utilized as a drainage easement even before this
time. The area has historically been used by the Association for storage of trailers belonging to residents
of Pelican Lake R.V. Resort. Further, as set forth in the enclosed report prepared by John C. English, P.E.
from Peninsula Engineering, this drainage easement has not served a purpose of directing the flow of any
water runoff. In Mr. English's professional opinion, the required drainage easement and ditch that run
along the east side of Pelican Lake are no longer necessary and its current storage use is in accordance
with the customary accessory permitted uses in the PUD.
Development Review and the Collier County Stormwater Program has reviewed the Agreement and
Exhibits and recommends approval of the Easement Use Agreement.
FISCAL IMPACT: There is no fiscal impact. The property owners will be responsible for the recording fees of this Agrel
GROWTH MANAGEMENT IMPACT: There is no growth management impact associated with
this action.
LEGAL CONSIDERATIONS: This item has been approved as to form and legality and requires a
majority vote for Board approval. -DDP
RECOMMENDATIONS: Approve the Easement Use Agreement between the County and current
Packet Pg. 913
07/12/2022
property owner of Tracts P and B-2, Pelican Lake R.V. Resort, Unit Four, and authorize the Chairman to
execute the Agreement and direct the Clerk to record the Easement Use Agreement into the public
records of Collier County, Florida.
ATTACHMENT(S)
1. Agreement - 061022 (PDF)
2. LONO Stormwater Capital Project Planning for Landscaping (PDF)
3. LONO Stormwater Capital Project Planning for encroachment (PDF)
4. Application (PDF)
5. Affidavit of Authorization (PDF)
6. Property Ownership Disclosure Form (PDF)
7. Property Ownership POA Sunbiz (PDF)
8. Property Ownership POA Sunbiz (2022) (updated) (PDF)
9. Plat Pelican Lake RV Resort Unit Four (PDF)
10. Cover Letter—SFWMD ERP Mod —Pelican Lake RV (PDF)
11. [Linked] Report from John C. English (PDF)
I Packet Pg. 914
07/12/2022
COLLIER COUNTY
Board of County Commissioners
Item Number: 16.A. 16
Doe ID: 22547
Item Summary: Recommendation to approve an Easement Use Agreement (Agreement) for a
portion of Tracts P and B-2, Pelican Lake R.V. Resort, Unit Four, according to the plat thereof as
recorded at Plat Book 30, Page 16 of the public records of Collier County.
Meeting Date: 07/12/2022
Prepared by:
Title: County Surveyor — Growth Management Development Review
Name: Marcus Berman
06/10/2022 2:03 PM
Submitted by:
Title: Environmental Specialist — Growth Management Department
Name: Jaime Cook
06/10/2022 2:03 PM
Approved By:
Review:
Growth Management Operations & Regulatory Management Kenneth Kovensky
Growth Management Development Review
Brett Rosenblum
Growth Management Department
Diane Lynch
Growth Management Department
Growth Management Department
Jaime Cook
Additional Reviewer
Engineering & Natural Resources
Jack McKenna
Additional Reviewer
County Attorney's Office
Derek D. Perry
Level 2 Attorney Review
Growth Management Department
James C French
Growth Management
Growth Management Department
Trinity Scott
Transportation
Office of Management and Budget
Debra Windsor
Level 3 OMB Gatekeeper Review
County Attorney's Office
Jeffrey A. Klatzkow Level 3 County Attorney's Office Review
Office of Management and Budget
Laura Zautcke
Additional Reviewer
County Managers Office
Amy Patterson
Level 4 County Manager Review
Board of County Commissioners
Geoffrey Willig
Meeting Pending
Additional Reviewer Completed
Additional Reviewer
Completed
Completed
06/13/2022 3:22 PM
Completed
06/13/2022 3:45 PM
Completed
06/13/2022 3:58 PM
Completed
06/20/2022 10:59 AM
Completed
06/22/2022 12:17 PM
Completed
06/27/2022 9:28 AM
Completed
06/27/2022 10:18 AM
Completed
06/28/2022 3:22 PM
Completed
06/29/2022 3:29 PM
Completed
07/01/2022 11:06 AM
07/12/2022 9:00 AM
I Packet Pg. 915 1
EASEMENT USE AGREEMENT
This EASEMENT USE AGREEMENT ("Agreement") is made as of this 12th day of July
2022, by and between Pelican Lake Property Owners Association of Collier County, Inc., a
Florida non-profit corporation ("Pelican Lake"), and Collier County ("County"), a political
subdivision of the State of Florida. Pelican Lake and the County are collectively referred to herein
as the "Parties".
WHEREAS, Pelican Lake is the record owner of the fee simple interest in and to that
certain parcel of real property known as Tracts P and B-2, Pelican Lake R.V. Resort Unit Four,
according to Plat Book 30, Pages 16-18, Public Records of Collier County, Florida (the "Subject
Property"); and
WHEREAS, pursuant to that certain plat of Pelican Lake R.V. Resort Unit Four, recorded
at Plat Book 30, Pages 16-18, of the Public Records of Collier County, Florida (the "Plat"), the
County is record holder of that certain non-exclusive fifteen foot (15 ft) wide drainage easement',
a portion of which encumbers the Subject Property (the "Subject Property Easement Area"); and
WHEREAS, the non-exclusive drainage rights encumbering the Subject Property
Easement Area is managed and maintained by Pelican Lake; and
WHEREAS, Pelican Lake filled, graded, and installed asphalt pavement on the Subject
Property Easement Area and keeps trailers, pavers, chain link, aluminum fencing, and other
miscellaneous items within the Subject Easement Area, as shown on Exhibit "A", incorporated
herein by reference. In addition, Pelican Lake has installed/shall install a fifteen -foot (15 ft)
landscape buffer consisting of type "A" plant materials and a seven -foot (7 ft) opaque landscaped
hedge in accordance with section 3.7.13. of the Pelican Lake Planned Unit Development Ordinance
No. 97-70 (the "Pelican Lake PUD") and sections 4.06.02 and 4.02.12 of the Collier County Land
Development Code (the "LDC"), within the Subject Easement Area, and the landscape buffer and
hedge also encroach on the Subject Easement Area, as shown on Exhibit "A," and incorporated
herein by reference. Together, these encroachments shall collectively be referred to as the
"Encroachments"; and
WHEREAS, the County has no present objection to the use of the Subject Property
Easement Area and Encroachments within the Easement Area, provided that Pelican Lake agrees
to the terms and conditions set forth below; and
WHEREAS, the Parties to this Agreement have reached certain understandings with regard
to the Encroachments and now desire to set forth their understanding in writing for recordation.
' The Pelican Lake R.V. Resort Unit Four plat recorded at Plat Book 30, Page 18, depicts a fifteen -foot (15')
drainage easement; however, the drainage easement measures approximately twenty feet (20 ft).
[21-EIS-04453/1724136/1]
EUA PL20200002253 Page I of 3
I Packet Pg. 916 1
NOW, THEREFORE, in consideration of the sum of $ 10.00 and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, the parties hereto
agree as follows:
1. The County and Pelican Lake hereby expressly agree to allow the continued use of the
Subject Easement Property Area and Encroachments to continue to exist on the Subject
Property Easement Area, as depicted on Exhibit "A".
2. Pelican Lake shall provide to the County whatever access they require to continue its non-
exclusive drainage easement rights. Owner shall provide to the County whatever access
the County requires to continue its easement rights and further agrees to waive any claim
of damage to the Encroachments arising out of the County's maintenance activities within
the Subject Property Easement Area, whether such damage is intentional or unintentional.
3. The County agrees that until otherwise notified, Pelican Lake may continue the use of the
Subject Property Easement Area and Encroachments within the Subject Property Easement
Area; however, the County retains the right, in its sole discretion, to demand by written
request that the Encroachments be removed from the Subject Property Easement Area,
which Pelican Lake shall do at its sole cost and expense within a reasonable time from
receipt of such request.
4. Pelican Lake agrees for itself and its successors and assigns that it shall release, indemnify
and hold the County harmless for and against any and all obligations, claims, liabilities,
expenses and/or fees (including reasonable attorney's fees and court costs) including
personal injury or property damage arising out of the use of the Subject Property Easement
Area by Pelican Lake, its respective contractors, agents, employees or invitees at any time
while the Encroachments remains within the Subject Property Easement Area. Further,
Pelican Lake, for itself, and its successors and assigns, agrees to release and hold the
County harmless from and against any and all obligations, claims, liabilities, expenses
and/or fees (including reasonable attorney's fees and court costs) including personal injury
or property damage arising out of the use of the Subject Property Easement Area by the
County, including but not limited to, damage which may occur to the Encroachments
during the normal operation, maintenance, repair and/or replacement, as applicable, of the
Subject Property Easement Area and/or the Encroachments and/or the infrastructure, which
may now or in the future be located within the Easement Area.
5. This Agreement shall be recorded at Pelican Lake's expense in the Official Records of
Collier County, Florida, and shall be a covenant running with the land and shall be binding
upon the heirs, personal representatives, grantees, assigns and successors.
6. This Agreement shall be binding upon the Parties hereto, their respective heirs, successors
and assigns forever.
7. This Agreement shall be governed by the laws of the State of Florida.
[21 -EIS-04453/1724136/11
EUA PL20200002253 Page 2 of 3
I Packet Pg. 917
IN WITNESS WHEREOF, the parties hereto have executed this Easement Use Agreement
as of the date first above written.
ss I Printed N�me
Witness 4ijignature
j5�Z V) AJ j . 7�C— P_
Witness 92 Printed Name
STATE OF FLAORfDA
COUNTY OF CC�L-EfER
AS TO PELICAN LAKE:
PELICAN LAKE PROPERTY OWNERS
ASSOCIATIO , OF COLLIER COUNTY, INC.
By -
Jo Albert, President
The foregoing Easement Use Agreement was acknowledged before me by means of physical
presence this a day of June 2022, by John Albert, as President of Pelican Lake Property
Owners Association, Inc., who 0 is personally known to me or Eybas produced
as identification. ptLAk(p-- 4(p5;-5'3-'-L4f-0
kA , 1z L
SHAHINA M KHAN
Notary Public - Arizona
P, C
Go=.=39
y Comm, Expires October 18, 2324�
ATTEST:
Crystal K. Kinzel, Clerk of the
Circuit Court & Comptroller
0
, Deputy Clerk
Approved as to form and legality:
1�otary Public/State of F4oridr/im
Printed Name of Notary Public
AS TO COUNTY:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
Un
Derek D. Perry
Assistant County Attorney
[2 1 -EIS-04453/1724136/1 6Y
EUA PL20200002253 Page 3 of 3
William L. McDaniel, Jr., Chairman
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Packet Pg. 918
16.A.16.a I
TRACT P
(PRESERVE / D.E.)
LOT 38
SOUTHERN
BREEZE DR
LOT 33
TRACT B-2
PROPOSED ADJUSTED TRACT P / B-2 TRACT
LINE (TO BE ADJUSTED BY SEPARATE PLAT.
LANDSCAPE BUFFER AREA WILL NOT
ENCROACH INTO TRACT P) 20'D.E
LOT 37
0.1 AC WITHIN CURRENT TRACT P
(WILL BECOME PART OF
TRACT B-2 BY SEPARATE PLAT)
PELICAN VLA LOT 36
TRAILER PARKING ALLOWED -
ON LOTS 35-37 AND TRACT B-2
LOT 35
EX. 20'D.E
EX. BUILDING
EX. FENCE
WALL (TYP)
LOT 34
PAVEMENT
ENCROACHMENT
INTO D.E.
END OF
CONCRETE WALL
PELICAN LAKE / COPPER COVE
PROPERTY BOUNDARY (TYP)
M Illo
4lvu:I.*w9lvl:I
PROPOSED 15'LANDSCAPE BUFFER
(INCLUDES CANOPY TREE 30' D.C.
AND THEIGHT HEDGE)
30'x3U RAW WATER
WELLEASEMENT
EX. TRACT P / B-2 TRACT
LINE TO BE ADJUSTED
(SEE NOTE ABOVE)
L FENCE
(TYP)
EX. 15' C.U.E.
30'±
EX. PAVEMENT WITHIN
15'LANDSCAPE AREA
(TO BE REMOVED)
5'1
10'U.E.
(PELICAN LAKE)
START OF EX. FENCE
(LANDSCAPE BUFFER, DRAINAGE,
AND THEDGE
1 N T E .......... E E
EX. 8' HIGH CONCRETE
ONIN
WALL (TYP)
EXHIBIT
— TREASURE
30'ROAD EASEMENT
FjNAj,p3SjCN Rjg;T'FU - Ull
COVE BLVD
(OR 189, PG 327
QP 234 EQ 869
PELICAN LAKE PROPERTY
AT TIME OF PIRILMITTIM
OR 234, PG 35,1)
PROJECT: TITLE:
OWNERICLIENT/CONSULTANT: SEC* 14, 15 TWP:5IS RGE: 26E
PENINSUL
!At
Designed by: JOHN ENGLIStLEL
ENGINEERINGA
EASEMENT USE
D,.— by: ANTON SCHAFFER
D.I.,
PELICAN LAKE RV
OCTOBER 2021
PELICAN LAKE R V
CIVIL I CINEERIN6. LANDSCAPE ARCHITECTURE
AGREEMENT -
Drawing Scale: 1- 40'
ENVIRONWNTA CONSULTING LAND PLANNING
SITE PLANNING - CONSTRUCTION WNAGEMENT
RESORT
RESORT Project Number: P-PLRV-002-001
OWNER REPRESENTATIVE
21,00 Gcddn G I, P,rk,,y
EXHIBIT "A"
File Number: P-PLRV-002-001-X07
N,pl, "-id' M05
Ph.iMA03,6700 F.. 239.261.1797
C-X07
E—il:
FI.rRb Cifi,fAd,,im #28275
Sheet Num4i 01 Di
Packet Pg. 919
From:
JohnssenBeth
Sent:
Tuesday, May 31, 2022 1:00 PM
To:
PerryDerek
Subject:
RE: Pelican Lake EUA: PL20200002253
Hi Derek,
It was a pleasure speaking with you the other day, I trust you had a great weekend!
Regarding the Pelican Lake EUA, the Stormwater Management section has no objection to the proposed
landscaping encroachment into the drainage easement, with the awareness that the landscaping may
need to be removed at some point in the future if stormwater management needs should dictate.
Beth Johnssen
Director
Capital Projects Planning, Impact Fees & Program Management
Transportation Management Services
2685 Horseshoe Drive S.
Naples, FL 34104
Phone: 239-252-1456
Email: Beth.johnssen@colliercountyfl.gov
Cotler County
From: PerryDerek <Derek. Perry@colliercountVfl.gov>
Sent: Tuesday, May 24, 2022 3:17 PM
To: JohnssenBeth <Beth.Johnssen@colliercountVfl.gov>
Cc: CookJaime <Jaime.Cook@colliercountVfl.gov>; Brittany Cowan <Brittanv@adamczvklawfirm.com>
Subject: RE: Pelican Lake EUA: PL20200002253
Importance: High
Beth:
Staff is requiring written approval from stormwater for this application's
proposed plantings in the drainage easement (as shown on P-PLRV-002-00 I -
X07). Please give me a call to discuss.
Derek D. Perry
Assistant County Attorney
(239) 252-8066
I Packet Pg. 920 1
From: TempletonMark <Mark.Templeton@colliercountvfl.gov>
Sent: Tuesday, May 24, 2022 2:36 PM
To: Brittany Cowan <Brittanv@adamczvklawfirm.com>
Cc: PerryDerek <Derek. Perry@ col liercountyfl.go >; BermanMarcus
<Marcus.Berman@colliercountvfl.gov>; John English <J English@ pen-eng.com>; Steve Sammons
<ssammons@pen-eng.com>; Chris Scott <cscott@pen-eng.com>; JohnssenBeth
<Beth.Johnssen@colliercountvfl.gov>
Subject: RE: Pelican Lake EUA: PL20200002253
Hi Brittany,
It appears that the encroachment into the landscape buffer that Derek is referring to is by the DE.
To meet the requirement of the LDC section below (4.06.05 1-13), a letter of agreement from Collier
County Stormwater Planning is required since there are plantings proposed in the DE. My understanding
is that Rick Miller is no longer with the County and that Beth Johnssen (copied on this email) would be
the one who would provide the letter of agreement.
3. Trees shall not be planted in areas that retain excessive quantities of water or will reqL
health of the tree species. Required landscaping shall not be placed within easements
easement.
There is no additional landscaping required for the encroachment of the DE into the LBE. Just the letter
of agreement mentioned above.
The required screening for the storage appears to be satisfied by the proposed 7' high hedge.
Respectfully,
Mark Templeton, RLA
Principal Planner/Landscape Review
co*lier County
Development Review Division
Exceeding Expectations, Every Day!
NOTE: Email Address Has Changed
2800 North Horseshoe Drive, Naples Florida 34104
Phone: 239.252.2475
How are we doing? Please CLICK HERE to fill out a Customer Survey.
We appreciate your Feedback!
Disclaimer- this email is not to be interpreted as an endorsement or approval of any permit, plan, project,
or deviation from the Land Development Code.
I Packet Pg. 921 1
From: Brittany Cowan <Brittanv@adamczvl<lawfirm.com>
Sent: Tuesday, May 24, 2022 12:08 PM
To: TempletonMark <Mark.Templeton@colliercountVfl.go >
Cc: PerryDerek <Derek. Perry@col liercountyfl.gov>; BermanMarcus
<Marcus.Berman@colliercountyfl.gov>; John English <J English@ pen-eng.com>; Steve Sammons
<ssammons@pen-eng.com>; Chris Scott <cscott@pen-eng.com>
Subject: Pelican Lake EUA: PL20200002253
EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use
extreme caution when opening attachments or clicking links.
Hi Mark,
Hope all is well with you! I am attaching the proposed landscape buffer along Pelican Lake's eastern
boundary line for your review. Per our last call with County on May 16th, Pelican Lake proposed to
install an additional 7ft hedge to screen the storage area in accordance with s. 4.02.12 of the LDC
and have updated the exhibit to reflect this change. Additionally, the plantings will run all the way
up the Tract B-2 property line, within the former Tract P, all the way up to the existing Tract P (we
will be adjusting the Tract P line via a separate plat, so that the landscaping will not encroach into
existing Tract P).
If you could kindly review the attached and let us know if the proposal meets with your approval, it
would be greatly appreciated. Per Derek Perry's Correction Comment 3/REV2 (see below in
green), Pelican Lake will need a letter of no objection with its next submittal. Please feel free to call
or email me with any questions or concerns.
Correction Comment 3:
Miscellaneous Corrections: Please confirm with planner Marcus Berman whether additional
review is needed by Mark Templeton (Landscape Review) for the proposed encroachment into the
Landscape Buffer Easement (similar to how a letter of no objection is needed from stormwater
reviewer Gino Santabarbara).
REV2: Although the County has no legal interest in the underlying Landscape Buffer Easement,
the encroachment itself may need to be buffered from a planning and compatibility standard. What
buffer requirements are required for other outdoor storage areas and/or parking lots? Please
confirm with staff whether there should be landscape review by Mark Templeton in order to obtain
staff support for this easement use agreement, based on good planning practices. Please note that
this encroachment goes into an existing landscape buffer easement and may in -and -of- itself be
another code violation as to the required buffer improvements for the platted area and/or
unpermitted site improvement and/or subsequent SDP or SIP. Please confirm with staff the
applicability of the land development code to the proposed encroachment and easement use
agreement.
Thanks, and 1 hope you have a great day.
I Packet Pg. 922
Best Regards,
Brittany
BRITTANY COWAN, Attorney at Law
9130 Galleria Court, Suite 201, Naples, FL 34109
239-631-6199 office
ADAMCZYK LAw FiRm, PLLC
REAL ESTATE. CONDO/11-110A & BUSINESS LAW
Evidentiary Privilege. To the extent that this message
is a communication to settle a claim, all evidentiary limitations
on its use are hereby expressly made applicable to its contents.
Collections Disclosure. To the extent that this message
is a communication to collect a debt, please be advised that any
information obtained may be used for that purpose.
Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released
in response to a public records request, do not send electronic mail to this entity. Instead, contact this
office by telephone or in writing.
I Packet Pg. 923
Brittany Cowan
From:
SantabarbaraGino <Gino.Santabarbara@colliercountyfl.gov>
Sent:
Monday, November 22, 2021 11:09 AM
T o.-
Brittany Cowan
Cc:
Brittany Tollett,- PerryDerek; BermanMarcus
Subject:
RE: Notice of Final Agency Action (Pelican Lake RV Resort)
Attachments:
210707-6738Permit20211012.pdf
Caution! This message was sent from outside your organization
Good morning Brittany,
Please accept this email as your letter of no objection, as authorized and presented in your attached SFWMD permit,
specific to the Stormwater Section within the Capital Project Planning, Impact Fees & Program Management Division, for
your use and reference.
If you should have any questions or need any additional information please feel free to contact me, thank you.
Gino Sontabarbara, PMP
Principal Manner
CO) er C01414ty
Capital Project Planning, Impact Fees & Frograrn Management Division
2685 South Horseshoe Drive, Suite 103, Naples Florida 34104
Phone: 239.252.2925
Gin o.Sa nf a barbara @C ollierCountyFL,.qov
From: Brittany Cowan <l3rittanyC@adamczykIawfirm.com>
Sent: Monday, November 22, 202110:49 AM
To: Santa barbaraG ino <Gino.Santabarbara@colliercountyfl.gov>
Cc: Brittany Tollett <btollett@adamczyklawfirm.com>; PerryDerek <Derek. Perry@co Ilie rcountyfl-gov>; BermanMarcus
< Marcus. Berman @coll iercountyf I.gov>
Subject: RE: Notice of Final Agency Action (Pelican Lake RV Resort)
EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when
opening attachments or clicking links.
H Gino,
I hope all is well. I wanted to follow up on this request again since we are under a 270-day deadline to resubmit our
pending EUA apphcation on behalf of Pelican Lake. In addition, Pelican Lake continues to accrue fees in the
pending code enforcement matter regarding the subject drainage easement until this matter is resolved. The only
I Packet Pg. 924 1
remaining item -we need for resubintittal is the approval cmail/letter of no objection from Storm -water
Nhnagement/ Capital Projects referenced mi the County review letter dated April 19, 202 1.
Per my notes from our prior calls and meetings, Stormwater Management was waiting to provide this approval until
the pen -nit from South Florida Water Management District was issued. I am reattaching the District pennit that was
provided on October 22, 2021 for case of reference.
If you need anything further to help expedite this request, please do not hesitate to email or call me. Thanks, and I
hope you have a great Thanksgiving!
Best Regards,
Brittany
BRITTANY COWAN, Attorney at Law
9130 Gallenia Court, Suite 201, Naples, FL 34109
239-631-6199 office
ADAMCZYK LAW FIRM, PLLC
PUAL EsTA-rE. CONDO/HOA & BUSINEss LAw
Evidentiary Privilege. To the extent that this message
is a communication to settle a claim, all evidentiary limitations
on its use are hereby expressly made applicable to its contents.
Collections Disclosure. To the extent that this message
is a communication to collect a debt, please be advised that any
information obtained may be used for that purpose.
From: Brittany Cowan
Sent: Wednesday, November 3, 20214:09 PM
To: gino.santabarbara@colliercountyfl.go
Cc: Brittany Tollett (btollett@adamczvklawfirm.com) <btollett@adamczvklawfirm.com>
Subject: RE: Notice of Final Agency Action (Pelican Lake RV Resort)
H Gino,
I hope all is well with you! I just wanted to send a quick follow up regarding the letter of no objection. from
Stonnwater Management/ Capital Project Planning Division as requested in the EUA revie-w letter dated April 9,
2021.
I am attaching the District pen -nit for your review as well as the County review letter for Pelican Lake's pending
EUA application (not an easement vacation) PL20200002253. If you could kindly provide the letter for our
resubmittal, it would be greatly appreciated.
Please feel free to reach out to me if you have any questions or need anything further on our end. Thanks, and have
a great dayl
I Packet Pg. 925 1
C,0137 C,014ftty
Grmvdi Mwagamil Departrnent
2800 North Horseshoe Drive
Naples, Florida 34104
239-252-2400
APPLICATION FOR EASEMENT USE AGREEMENT
APPLICANT CONTACT INFORMATION
Name of Owner: Pe i�n Lake Prop" Owners! Associatoar of Collier County. Inc
Name of Applicant if different than owner:
Address: 4555 Sculhem Weeze L)nvL
Telephone: 239417 1600
E-Mail Address:
RMIany Cowan olh/o PeIrcan Lake POA
City: Napies State: �L Zip: 34114
Cell: Fax: 239417-1510
bnttany§adar)uykJa,iArm r!om
Name of Agent. Birittany Coww. E5q
Firm: AdaaKzA Law Firm. PLLG
Address: 9130 CAWwo CourL Ste 201 City: NaVes State: FL — ZIP: — 34109
Telephone: - 23M31-6199 Cell: Fax: 239-431 7567
E-Mail Address: Wt%wMR8dwnczyk4hv(Wm.Com
I PROPERTY INFORMATION
Address of Subject Prop": 4555 Soutl`*m Breeze Onve Parcel ID # 566795=40
Legal Description: Pelican Lake RV Rascrt . Una Fmw Trw-1 B-2 Lot -block Tract 8-2
SectionfTownship/Range: 15 / 51 / 26
Current Zoning: PLD —
Note:
1 � If applicant is a land trust, indicate the name of beneficiaries.
2 If applicant is a corporation other than a public corporationF indicate the name of the
officers and major stockholders.
3) If applicant is a partnership, limited partnership or other business entity, indicate the
name of the principals.
4) List al I other owners.
I SUBMITTAL REQUIREMENT CHECKLIST
This completed checklist Is to be submitted with the application packet in the exact order listed below, with cover
sheets attached to each section. Incomplete submittals will not be accepted.
REQUIREMENTS FOR REVIEW:
# OF
COPIES
REQUIRED
NOT
REQUIRE.D_
Completed Application (download current form from the County website)
1
X
Addressing Checklist signed by Addressing Department
I
X
CD of complete application and all submittal documents in PDF format
(not reguired if electronic submittal)
X
El
Fee Simple Deed
1
X
Statement explaining the reason for the Easement Use Agreement
Property Ownership Disclosure Form (See page 4)
I
X
X
9/29/2019
By
NON 0 2 2OZO
c �_ k, I / I/ I i
Page 1 of 2
I Packet Pg. 926 1
COXY C014ftty
Growth Management Department
2800 North Horseshoe Drive
Naples, Florida 34104
239-2S2-2400
I SUBMITTAL REQUIREMENT CHECKLIST CON'T
REQUIREMENTS FOR REVIEW:
# OF
COPIES
REQUIRED
NOT
REQUIRED
Boundary Survey, signed with raised seal, shovAng existing condifions and
2
X
0—
encroachment on 8 1/2in. X 11 in. paper and labeled (in bold: "Exhibit AP)
Copy of the recorded subdivision plat
1
El
1:1
Affidavit of Authorization, signed and sealed, if the applicant isn't the
1
19
El
owner
A copy of document that granted, conveyed or dedicated the easement to
1
County or public
.the
Leftem of No Objection from each of the following, as applicable:
Electric Company / Florida Power and Liaht Naples Service Center
1
1220 9h Ave North
Naples, FL 34102 Phone: 239-262-1322
Century Link
ATTN: Jigs Silang
I
3530 Kraft Road, Naples, FL 34105 Phone; 239-263-6234
Collier County Sherriff s Office / Legal Department
ATTN: Michael Hedberg
1
1:1
3319 E Tamiami Trail, Napjes,_E��l 12 Phone; 239-252-0660
Greater Naples Fire and Life Safe
ATTN: Shawn Hanson, Deputy Chief
I
E]
2700 N Horseshoe Drive, Naples, FL 34104 Phone: 239-774-2800.
North Collier Fire Control and Rescue District
ATTN: Fire Prevention Bureau and Support Services
6495 Taylor Road, Naples, FL 34109 Phone: 239-597-9227
Comcast / Xfinit
ATTN: Mark Cook Email: Mark—Cook@comcast.com
12600 Westlinks Drive, Ste 4 Fort Myers, FL 33913 Phone: 239-432-1805
Capitol Projects Planning, Impact Fees & Pro -gram Management
Division
ATTN: Gino SantaBarbara, Principal Planner
2685 South Horseshoe Drive, Suite 103
Naples, FL 34104 Phone. 239-252-2925
Homeowners Association
El
I FEES I
• Application Fee: $2,000.00
• Recording Fee: You will be contacted of exact amount prior to BCC meeting.
All checks payable to: Board of County Commissioners
The completed application, all required submittal materials and fees shall be submitted to:
Growth Management Department/Development Review Division
ATTN: Business Center -Client Services
2800 North Horseshoe Drive
Naples, FL 34104
D,9dv*y 1tQftd by Brika C�ar
Brittany Cowan D,,. 202COa 27 1 6 38 '27 -04 00
Appiicant/Agent Signature
9/29/2019
08/27/2020
Date
Page 2 of 2
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I Packet Pg. 927 1
AFFIDAVIT OF A HORIZATION
FDR PETITION NUMBERS(S)
MICHAEL HARDIMAN (print name), as _ Pres;,dent (title, if
applicable) of Pot"' Lalka Property Ownw:5� e%s8oriarion rr Collier CoLrly. Irv-' (company, if applicable), swear or affirm
under oath, that I am the (chcose one) owner applicant _ contract purchaser and that -
I I have full authority to secure the approval(s) requested and to impose covenants and restrictions
on the referenced property as a result of any action approved by the Ccunty in accordance with
this application and the Land Development Code;
2. All answers to the questons in this application and any sketches, data or other supplementary
matter atta& ied hereto and rnmade a part of this application are honest and true;
3. 1 have authorL7ed the staff of Collier Counly to enter upon the property during normal working
hours for the purpose of investigating and evaluafing the request made through this application;
and that
4. The property will be transferred, conveyed, sold or subdivided subject to the canditicns. and
restrictions imposed by the approved so tion .
5. Weil aLahorize, Br!Ltany Cowan, Esq. and/or John Engi6h P. E., LEED AP
-Notes:
4
Lo act as our/my representative
in any matters regarding this petition including 1 through 2 abov .
• if the applicant is a c4orporation, then it is usuaDy executEd bythe ccrP. pra5. Or v. pres-
• If the applicant is a Limited Liabilily Company (L.L.C.) or Limited Company (L.C.), then the dGcurnents should
typically be signed by ihe Company's 'Managing Member!
• If the applicant is a partnership, then �Ipically a partner can sign on behalf of the partnership-
• If the ap licant is a linlited partnOrShip, then the general partner must sign and be identified as the "gen-aral
parine , r of the named partnership-
• I J the applicant is a trust. then they must include the trustee's name and the %%vds -as trustee.'
• In each instance. first datermine the appficanfs status, e.g., individual. corporate, trust, partnersh�p, and then
use tile appropriate- format fcr that ownership.
Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and
that the fac. sta Od i ar (rue
�Zz
Date
STATE OF FLORIDA
COUNTY OF COLLIER
The for egoing instrument was sworn to (or affirm ed) and subschb fore me on (date)
by (narn a of porsan providing oath or affirmation), as W 1� - j . - ll]6," whoisD_wo"Uy-
known to me or who has produced (type of identification) as identification.
STAMPISEAL
JAMIF MUNI
My COMMISSION# GO 204922
EXPIRES: August 7.2022
Bonded ThrU NOtM PuVk Under**013
�4 ( St�
Slgn�� Jbf Notary Public
I Packet Pg. 928
CAL-r C014ftty
Growth Management Deparhient
2800 North Horseshoe Drive
Naples, Florida 34104
239-252-2400
PROPERTY OWNERSHIP DISCLOSURE FORM
This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters.
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.
Please complete the following, use additional sheets if necessary.
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:
76
C.
rel
Name and Address % of Ownershi
See attached list for all property owners in Pelican Lake RV Resort
If the property is owned by a CORPORATION, list the officers, stockholders and the percentage of
stock owned by each:
Name and Address % of Ownershi
See attached list for all property owners in Pelican Lake RV Resort
If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage
ofinterest:
I Name and Address � % of Ownershi
ISee attached list for all property owners in Pelican Lake RV Resort
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 % of Ownershi
See attached list for all property owners in Pelican Lake RV Resort Pd
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9/29/2019 11 Packet Pg. 929 1
1P 2800 North Horseshoe Drive
C,0 ICT C014VLty
Naples, Florida 34104
Growth Management Deparhient 239-252-2400
e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation,
Trustee, or a Partnership, list the names of the contract purchasers below, including the officers,
stockholders, beneficiaries, or partners:
Name and Address % of Ownershi
n/a
Date of Contract:
If any contingency clause or contract terms involve additional parties, list all individuals or officers,
if a corporation, partnership, or trust:
Name and Address % of Ownershi
n/a
9. Date subject property acquired
El Leased: Term of lease
03/31/2001
years/months
If, Petitioner has option to buy, indicate the following:
Date of option:
Date option terminates: _
Anticipated closing date:
or
I AFFIRM PROPERTY OWNERSHIP INFORMATION I
Any petition required to have Property Ownership Disclosure, will not be accepted without this
form. Requirements for petition types are located on the associated application form. Any change in
ownership whether individually or with a Trustee, Company or other interest -holding party, must be
disclosed to Collier County immediately if such change occurs prior to the petition's final public
hearing.
As the authorized agent/applicant for this petition, I attest that all of the information indicated on this
checklist is included in this submittal package. I understand that failure to include all necessary submittal
information may result in the delay of processing this petition.
All checks payable to: Board of County Commissioners
The completed application, all required submittal materials and fees shall be submitted to:
Growth Mana ement Department/Development Review Division
ATT9: Business Center -Client Services
2800 North Horseshoe Drive
Naples, FL 34104
Digitally signed by Brittany Cowan
Brittany Cowan Date: 2020.08.27 16:42:05 -04'00'
Agent/Owner Signature
Brittany Cowan
Agent/Owner Name (please print)
9/29/2019 0
Date
08/27/2020
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2022 FLORIDA NOT FOR PROFIT CORPORATION AMENDED ANNUAL FILED
REPORT
Apr 13, 2022
DOCUMENT# N96000005507
Secretary of State
Entity Name: PELICAN LAKE PROPERTY OWNERS ASSOCIATION OF
5772535891 CC
COLLIER COUNTY, INC.
Current Principal Place of Business:
4555 SOUTHERN BREEZE DRIVE
NAPLES. FL 34114
Current Mailing Address:
4555 SOUTHERN BREEZE DRIVE
NAPLES, FL 34114
FEI Number: 52-2016774
Certificate of Status Desired: No
Name and Address of Current Registered Agent:
ADAMCZYK LAW FIRM, PLLC
9130 GALLERIA COURT
SUITE 201
NAPLES, FL 34109 US
The above named entity submits this statement for the purpose of changing its
registered office or registered agent, or both, in the State of Florida.
SIGNATURE: MARKADAMCZYK
04/13/2022
Electronic Signature of Registered Agent
Date
Officer/Di rector Detail
Title DIRECTOR
Title
PRESIDENT
Name REES, JAMES
Name
ALBERT, JOHN
Address 4555 SOUTHERN BREEZE DRIVE
Address
4555 SOUTHERN BREEZE DRIVE
City -State -Zip: NAPLES FL 34114
City -State -Zip:
NAPLES FL 34114
Title DIRECTOR
Title
DIRECTOR, VP
Name PRICE, KATHLEEN
Name
CAPPADONA, JOSEPH
Address 4555 SOUTHERN BREEZE DRIVE
Address
4555 SOUTHERN BREEZE DRIVE
City -State -Zip: NAPLES FL 34114
City -State -Zip:
NAPLES FL 34114
Title DIRECTOR, TREASURER
Title
DIRECTOR, SECRETARY
Name SHORTALL, JAMES
Name
BURNOP,ROBERT
Address 4555 SOUTHERN BREEZE DRIVE
Address
4555 SOUTHERN BREEZE DRIVE
City -State -Zip: NAPLES FL 34114
City -State -Zip:
NAPLES FL 34114
Title DIRECTOR
Title
GENERAL MANAGER
Name WESTERBECK,MARK
Name
ORTIZ, ASHLEY
Address 4555 SOUTHERN BREEZE DRIVE
Address
4555 SOUTHERN BREEZE DRIVE
City -State -Zip: NAPLES FL 34114
City -State -Zip:
NAPLES FL 34114
I hereby certify that the information indicated an this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as ifmade under
oath; that / am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears
above, or on an attachment with all other like empowered.
SIGNATURE: ASHLEY ORTIZ GENERAL MANAGER 04/13/2022
Electronic Signature of Signing Office r/D i rector Detail Date
I Packet Pg. 936 1
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July 7, 2021
Melissa Roberts
South Florida Water Management District
Lower West Coast Service Center
2301 McGregor Boulevard
Fort Myers, FIL 33901
Re: Pelican Lake Motorcoach Resort
Modification to Existing Permit No. 11-01051-S
Ms. Roberts:
This submittal is for Modification of Existing SFWMID Permit No. 11-01051-S, to modify the permit to reflect the existing
site conditions associated with the trailer storage area within the project "Pelican Lake Motorcoach Resort" (Pelican
Lake). An official pre -application meeting was held with SFWMD staff (Errol Noel and Jewelene Harris) on December 3,
2020.
More specifically, the applicant wishes to modify its existing SFWMID Permit to:
Eliminate a drainage ditch along its east property line
To permit the use of platted Lots 35, 36, 37, and a portion of Tract B-2 for paved trailer storage for its residents.
It is important to note that these are existing conditions, and this application is for the purposes of modifying
the SFWMD Permit to reflect existing conditions.
To reflect the realized limits of fill (approximately 0.12 acres) within Tract P, which is comprised of level ground
(0.09 acres) and stabilized backslope (0.03 acres).
BACKGROUND
This project was originally permitted through SFWMD under the name "Southwoods PUD" and received Conceptual
approval in 1993. Subsequent Modifications were submitted and approved as C&O approvals for the development of the
various phases of the project, which were consistent with the Conceptual approval. Land development was substantially
complete by 2000. The roadways, common area tracts, and surface water management lakes and system are owned and
maintained by the Pelican Lake Property Owners Association.
THIS MODIFICATION APPLICATION
Regarding Modification Item #1 above: The applicant is requesting to eliminate the requirement to provide a drainage
ditch along its east property line from its SFWMD Permit. This ditch does not exist today, and appears to have not existed
for at least 15 years, if it ever existed. The original Conceptual approval indicated that a drainage ditch would be provided
along Pelican Lake's east property line. From our file research we could find no mention of this ditch in the Background,
Existing Facilities, or Proposed Facilities sections of the SFWMD permits issued for this project. The only documentation
that we could find to give an indication as to the reason for this ditch, is an RAI comment that stated "it appears that off -
site inflows may occur on the existing site along the easterly property boundary". In response to this RAI comment, the
design engineer for the original application provided a calculation demonstrating an ability to pass an amount of flow at
an assumed depth, from off -site area of an assumed size, but not specifically identified. At that time, the Pelican Lake
project was one of the first properties in its watershed to be developed, so we are left to assume that perhaps the need
2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632
Packet Pg. 940
for the ditch was simply speculative, at a time there was a significant amount of undeveloped land north (upstream) and
south (downstream) of Pelican Lake. Today, the majority of the watershed is now either developed, or if not yet
developed, has been designed and permitted by SFWMD. Therefore, today we are able to more accurately determine
where stormwater run-off is discharged to. Additionally, the lands to the south (downstream) of Pelican Lake have been
developed, effectively severing any ability for such a ditch to discharge to the south, or receive flow from the south. This
topic is covered in much greater detail in the enclosed "Evaluation of Need for Previously Permitted Interior Property Line
Drainage Ditch".
Regarding Modification Item #2 above: The applicant wishes to modify its SFWMD Permit to accurately reflect its current
use of Lots 35-37 and a portion of Tract B-2 as paved trailer storage for its residents. It is important to note that Lots 35-
37 were approved by SFWMD in 1999 (SFWMD Application #991027-14) for use as a fenced -in lime rock storage area with
several storage buildings. It has since been paved with asphalt, but is in reality no more impervious than originally
permitted. The paved area is mostly within the platted RV lots, which in the developed scenario is allowed/assumed to be
paved, consistent with other RV lots in SW Florida. In addition to the lots, there is also some pavement within Tract B-2,
which is a common space tract that contains a portion of Treasure Cove Blvd. It should be noted that the water quality
calculations from the original SFWMD Permit for this project indicated that the water quality storage volume requirement
for the project is based on 1" over the entire development area, which includes the aforementioned areas. Therefore, the
paving of these areas did not generate an increased need for water quality storage volume, which is provided within the
Pelican Lake surface water management system lake.
Regarding Modification Item #3 above: The applicant wishes to modify its SFWMD Permit to accurately reflect the filling
of a small upland area (approximately 0.12 acres) of Tract P, which is comprised of level ground (0.09 acres) and stabilized
backslope (0.03 acres). The current use of this small area is mainly for maneuvering of trailers in the storage area. It is
important to note that Tract P is required only as a native vegetation preserve to Collier County, as a requirement of the
Pelican Lake PUD. The Pelican Lake property is located within the Deltona Settlement Agreement area and is therefore
not regulated by SFWMD (see below for additional explanation). The applicant has met with Collier County multiple times
to discuss the filling of this area of Tract P as a part of a current PUD Amendment application under review by Collier
County. Pelican Lake Tract P exceeds the minimum native vegetation preserve requirements of the PUD by more than 1
acre, and the County has indicated that it does not object to the use of this 0.12 area, as proposed. The SFWMD Permit
for Pelican Lake indicates that the water quality storage volume required for the project is 7.69 ac-ft, and that 7.70 ac-ft is
provided in the Pelican Lake stormwater management lake. Based on the requirement of 1" of water quality storage
volume over the developed area, the existing water quality volume provided is sufficient to accommodate this small
additional area (0.12 acres x linch/12 inches per foot = 0.01 ac-ft).
ENVIRONMENTAL
The Pelican Lake property is located within the Deltona Settlement Agreement area and is therefore not regulated by
SFWMD. It is consistently noted in the SFWMD permits for Pelican Lake, as well as in SFWMD permits for surrounding
properties, that "The project site is located within the area approved for development under the 1982 Stipulation for
Dismissal and Settlement Agreement with the Deltona Corporation. The District was a party to this agreement. Under
the Deltona Agreement, environmental impacts associated with development of lands covered by the Agreement cannot
be addressed."
WATER USE
The applicant does not need, and therefore is not applying for a Dewatering Permit, related to this Surface Water
Management Permit Modification.
2600 Golden Gate Parkway, Naples, Florida, 34105 Office 239.403.6700 Fax 239.261.1797
Fla Engineer CA 28275 Fla Landscape CA LC26000632
Packet Pg. 941
OPERATION & MAINTENANCE
The Pelican Lake Motorcoach Resort community's surface water management system, along with Lots 35-37, Tract B-2,
and Tract P are owned, operated, and maintained by Pelican Lake Property Owners Association of Collier County, Inc.
(POA). The POA is the applicant for this Surface Water Management Permit Modification application. An Affidavit of
Authorization from the POA is included with this application submittal.
The following documents are being submitted in support of this modification application for staff review:
1. Cover Letter
2. Location Map
3. Specific Purpose Survey
4. Application Section A
5. Application Section E
6. Warranty Deed
7. Proof of Active Registration with the Department of State (Sunbiz reports)
8. Engineering Report — "Evaluation of Need for Previously Permitted Interior Property Line Drainage Ditch"
(Peninsula Engineering, dated February 2021), signed and sealed
9. Environmental Resource Permit Modification Plan for Pelican Lake Motorcoach Resort — Trailer Storage Area
(Peninsula Engineering Drawing File #P-PLRV-002-002, Rev 0), signed and sealed
We trust that the items listed above are sufficient for your review and approval. Should you have any questions, or
require any additional information, please do not hesitate to contact me at 239-262-2600 or by email at
jenglish@barroncollier.com.
Sincerely,
ENGINE RING
--h- . Engifish, P.E.
President of Engineer
Cc: Brittany Cowan, Adamczyk Law Firm
I Packet Pg. 942
PENINSULA
ENGINEERING
Pelican Lake Motorcoach Resort
Evaluation of Need for Previously Permitted Interior Property
Line Drainage Ditch
Prepared By:
PENINSLJLH EIvvINEERING
2600 Golden Gate Parkway
Naples, FL 34105
July 2021
John
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Digitally signed b,I.hn C English
ON : c=US, o=PENINSULA
IMPROVEMENTCORPORATION
DBA PENINSULA ENGINEERING,
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English
Da 4°OBO70
78 21 OD7007 52D54
John C. English
License #56171
Certificate of Authorization #28275
PENINSULA+.
ENGINEERING
Pelican Lake Motorcoach Resort —
Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
Table of Contents
Purpose.........................................................................................................................................................1
Approach.......................................................................................................................................................1
Background...................................................................................................................................................1
Evaluation.....................................................................................................................................................2
Conclusion..................................................................................................................................................... 6
Appendices
Appendix A—SFWMD Permit P-11-01051-5 (Pelican Lake)
Appendix B — SFWMD RAI Letter Dated October 28, 1992 (Pelican Lake)
Appendix C — SFWMD Staff Report Pages Describing Project and Requirements (Pelican Lake)
Appendix D — Original Ditch Calculations from Original Pelican Lake Review & Approval by SFWMD
(Pelican Lake)
Appendix E — SFWMD Permit No. 11-01954-P, Application #001108-18 (Casa Del Lago aka Copper Cove)
Appendix F — Roadway Plans (Casa Del Lago Blvd aka Treasure Cove Blvd)
Appendix G - SFWMD Permit No. 11-01954-P, Application #041214-20 (Copper Cove)
Appendix H — Pelican Lake RV Resort Watershed Drainage Exhibit A
Appendix I — Pelican Lake RV Resort Watershed Drainage Exhibit B
Appendix J — Pelican Lake RV Resort Watershed Drainage Exhibit C
John C. English, PE
License #56171
Certificate of Authorization #28275
PENINSULA
ENGINEERING
Pelican Lake Motorcoach Resort —
Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
PURPOSE
The purpose of this Report is to demonstrate and document that the drainage easement and ditch along
the east side of the Pelican Lake Motorcoach Resort, required by its original SFWMD Permit, is no longer
functional and therefore not necessary.
BACKGROUND
The Pelican Lake Motorcoach Resort was originally permitted for construction in 1993 and was one of
the first developments within the middle area of the watershed. Per its SFWMD permit (Appendix A -
SFWMD Permit No. 11-01051-S), Pelican Lake collects its stormwater run-off within its internal water
management lake, which discharges to the west (S.R. 951 ROW roadside swale). The on -site preserve
along the east side of the property, appears to be left in a natural state, and is outside of the Pelican
Lake water management system.
The Pelican Lake SFWMD Permit seems to indicate a required stormwater conveyance ditch along its
east property line, ostensibly to convey potential off -site stormwater flows from upstream properties
within the watershed.
Per conversation with Jerry Kurtz (who currently works for Collier County but previously worked with
SFWMD) it is our understanding that in the time period that the Pelican Lake Motorcoach Resort was
designed and permitted, SFWMD "typically" required a provision that properties located in the middle
and south ends of the watershed provide a drainage easement and ditch along the interior perimeter of
the property to ensure that stormwater runoff from surrounding properties would not be blocked. As
can be seen in Exhibit A, at the time the RV park was being constructed, the watershed (in which the RV
park is located) had not yet been fully developed and drainage easements and ditches were viewed as
potentially needed to convey stormwater runoff from future developments within the interior of the
watershed, in directions not yet determined at that time.
APPRnArw
To determine whether the subject drainage ditch is currently serving its original intended purpose, the
following evaluation steps were undertaken:
1. Meetings with the property owner and its current property manager to understand the use of
the property, as well as observed drainage patterns in this area of the property over time.
2. Meetings with County staff to discuss the original rationale and requirement for a property line
ditch in this area, and to understand the drainage patterns of the broader watershed.
3. Review historical aerials to understand the early stages of the development of the broader
watershed, as well as its current state of development.
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Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
4. Review of the original Pelican Lake RV Resort ERP plans and permits, as well as review of RAI
documents, to understand the nature of the original ditch intent and design.
5. Research the SFWMD epermitting database for permit approvals for properties within the
surrounding watershed, to determine how those properties discharge from their designed
stormwater management systems.
6. Review of the subsequent ERP plans and permit for Casa Del Lago Boulevard (now known as
Treasure Cove Boulevard), which is located along, and extends the entire length of, the south
property line of Pelican Lake RV Resort.
EVALUATION
Origins of the Ditch Requirement/Original SFWMD Permit
The original rationale for requiring the subject ditch is not clear from our review of the Pelican Lake
SFWMD Surface Water Management Permit. Based on the original permit documents that we were
able to find on the SFWMD database (Appendix A - SFWMD Permit No. 11-01051-S, Application
#920806-4), the subject ditch is not specifically mentioned within the Staff Report itself. It can be seen
as a cross-section on Exhibits 2 and 4 of the original Permit document, but is otherwise not explicitly
mentioned. The Environmental section of the Staff Report vaguely states that the unregulated (per the
Deltona Settlement Agreement) on -site preserve "will be maintained outside the limits of development
and will continue to receive offsite flows." The only specific reference to the subject ditch that we found
is in comment #5 in a SFWMD RAI letter dated October 28, 1992 (Appendix B), where it states only that
"It appears that off -site flows may occur on the existing site along easterly property boundary." The
Existing Facilities section of the Staff Report mentions "An existing interceptor ditch located along the
southern property line collects runoff sheetflowing from the north and conveys it west, to the SR-951
roadside swale." However, also attached to the permit is a second copy of the Staff Report that appears
to be hand -marked with notes by the SFWMD reviewer, which seem to offer a correction which stated
that the interceptor ditch actually conveys the sheetflow "under the Championship Drive cross culverts
to the Marco Shores PUD and west". This is important, as it appears that the interceptor ditch and the
Championship Drive cross culverts no longer exist. These appear to have been significantly changed
when Championship Drive was altered and extended further east as Treasure Cove Boulevard. These
topics will be addressed in more detail in the Treasure Cove Boulevard/Changes to the South Property
Line of Pelican Lake section below.
Per conversation with Jerry Kurtz (who currently works for Collier County but previously worked with
SFWMD) it is our understanding that when the Pelican Lake Motorcoach Resort was designed and
permitted, SFWMD "typically" required a provision that properties located in the middle and south ends
of the watershed provide a drainage easement and ditch along the interior perimeter of the property to
ensure that stormwater runoff from surrounding properties would not be blocked. There is not enough
information in the permit records to clearly indicate whether there were specific properties that were
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Pelican Lake Motorcoach Resort —
Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
determined to contribute stormwater flows across the Pelican Lake property, or if there was only
concern or speculation that there might be. These bits of information from the Staff Report and Permit
(Appendix C), along with conversations with County (and former SFWMD) staff do seem to suggest that
the subject ditch along the Pelican Lake east property line may have been speculative and provisional in
nature, based on the undeveloped nature of the watershed at the time the permit was reviewed in 1992
and 1993. These topics will be addressed in more detail in the Changes to the Watershed Since Original
Permit Issuance in 1993 section below.
Further, in response to the previously mentioned RAI comment posed by the SFWMD reviewer, the
original design engineer provided a calculation (Appendix D) to demonstrate that the ditch had the
ability to convey off -site inflows, based on a generic and not specific area. The basis of the flows in that
calculations was an assumed contributing area stated only as "Approximately 80 acre of undeveloped
lands", based on an exhibit prepared from a P.B.S.J. Drainage Atlas of Collier County. We were unable to
find any such exhibit in the permit record. Exhibit 1 of the Permit does appear to possibly be a sheet
from a drainage atlas, but it only roughly identifies the location of the Pelican Lake project, and does not
identify any assumed contributing areas. Further, the ditch calculations assumed a free discharge at
elevation 2.5 Ft-NGVD, with a design flow depth of 1' (i.e. a water surface elevation of 3.5 Ft-NGVD).
This appears to no longer be possible for several reasons, which will be presented in the Treasure Cove
Boulevard/Changes to the South Property Line of Pelican Lake section below.
Treasure Cove Boulevard/Changes to the South Property Line of Pelican Lake
Prior to 2001, Championship Drive existed only from C.R. 951, east to the main entrance to Pelican Lake
RV Resort. In 2001, SFWMD approved an ERP permit (Appendix E - SFWMD Permit No. 11-01954-P,
Application #001108-18) for a residential project, with the stated Project Name of "Casa Del Lago". As a
part of this project, the permit approved the extension of a roadway from the eastern terminus of
Championship Drive, east approximately 2,260 LF to the entrance to the new residential community.
This roadway extension spanned the entire southern property boundary of Pelican Lake RV Resort, and
further east to become the entrance to the new residential project. This roadway extension was labeled
as "Casa Del Lago Boulevard" on the plans that were approved with this ERP application. The Staff
Report for this ERP refers to this roadway extension only as "access road". This access road, when
constructed, would cut-off all drainage sheetflow coming down the east property line of Pelican Lake RV
Resort. The Staff Report makes no mention of the access road being designed to receive or convey any
off -site flows from the north. The Staff Report states only that the drainage design is for a roadside
Swale for water quality and attenuation, and that "A dry detention water quality volume of 9,150 CF is
provided to meet the requirements of 1" over the roadway site area of 3.36 acres." Further, under the
Basin Information, there is no mention of off -site flows. Further yet, in Section III Project Evaluation of
the Staff Report, there is no mention of off -site flows in the description of Discharge Rate, Water
Quality, or Road Design sections. The plans for this roadway (Appendix F) that were submitted with the
ERP do not depict or label any connection to an existing ditch conveying off -site flows from the north, in
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Pelican Lake Motorcoach Resort —
Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
the area that is depicted in the Pelican Lake RV Resort ERP. In fact, the plans depict "Match to Exist.
Grade" at an "Exist. Conc. Wall" at the location where the ditch would have been expected. The design
elevation of the roadside Swale/detention area is an invert of 4.0 Ft-NGVD (± 2.7 Ft-NGVD) which, as
stated in the Origins of the Ditch Requirement/Original SFWMD Permit section above, is 1.5 feet higher
than the design invert of the property line drainage ditch that was designed as a part of the Pelican Lake
RV Resort SFWMD permit approval (designed at invert 2.5 Ft-NGVD [± 1.2 Ft-NGVD]). This design
effectively cut-off the ability for any water to be conveyed from the north through a property line ditch
on the Pelican Lake RV Resort property line (reference Appendix J).
A subsequent SFWMD ERP modification (Appendix G - SFWMD Permit No. 11-019S4-P, Application
#041214-20) was approved which changed the name of the project to Copper Cove Preserve. From
review of Google Earth aerials, it appears that the access road was under construction prior to 2004,
was constructed to the eastern edge of its Pelican Lake adjacency by the end of 2005, and was
completed through the entrance to Copper Cove Preserve by the end of 2007. This access road
extension back to the entrance of Copper Cove Preserve is now known as "Treasure Cove Boulevard".
As can be seen in Exhibit B (Appendix 1), currently the subject watershed is almost completely
developed. The exhibit also shows that stormwater flows of surrounding sites have been conveyed to
specific sites with none of them being directed towards the Pelican Lake Motorcoach Resort. LIDAR
imaging of the remaining undeveloped land approximately 3,000 LF to the north of the RV park indicates
that stormwater flows are anticipated to flow east to west and not north to south (reference Exhibit B -
Appendix 1). Therefore, we do not anticipate any flows to enter the Pelican Lake ditch from the north.
Changes to the Watershed Since Original Permit Issuance in 1993
Based on our review of historical aerials, and our research of SFWMD development permits, we
prepared two exhibits to demonstrate how the hydrology for the Pelican Lake Motorcoach Resort and
surrounding areas has changed over time. Exhibit A (Appendix H) shows the Pelican Lake Motorcoach
Resort and surrounding area at the time that land development commenced at the Pelican Lake
Motorcoach Resort (1993). Exhibit B (Appendix 1) shows the Pelican Lake Motorcoach Resort and
surrounding area as of today (2020).
As can be seen in Exhibit A (Appendix H), at the time the RV park was being constructed, the watershed
(in which the RV park is located) had not yet been fully developed and direction of future development
stormwater discharges were not known. Based on that, one could reason why property line ditches
might be viewed as potentially needed to not block flow to the south, and to convey stormwater runoff
from future developments within the interior of the watershed, given the uncertainty at that time as to
the direction of future development discharges.
As of today, a significant portion of this watershed has either been fully developed, or has been
designed with permits issued by SFWMD, as can be seen in Exhibit B (Appendix 1). A significant portion
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Pelican Lake Motorcoach Resort —
Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
of the watershed is comprised of the Fiddler's Creek development, which drains south and discharges to
Rookery Bay. The Copper Cove development is an interior development, but drains into the Fiddler's
Creek system.
The Pelican Lake and Silver Lakes developments are completed, and drain west into the Collier Blvd (S.R.
951) ROW. Silver Lakes appears to have a significant preserve along the entire north side of the
development, which presumably drains by sheetflow west to the Collier Blvd (S.R. 951) ROW. Two
properties (identified by SFWMD permits as "Enbrook" and "Rookery Bay Business Park") to the north of
Silver Lakes are undeveloped, but have designed drainage systems and SFWMD ERP approvals for
development. A review of those ERP approvals indicate that Rookery Bay Business Park will drain west
to the Collier Blvd (S.R. 951) ROW, and that Enbrook will drain into and through Rookery Bay Business
Park.
Roost Road has a significant drainage ditch, which appears to have had improvements in recent years,
and which appears to flow/drain north to Henderson Creek. Marco Shores Estates and Quail Roost are
older developments for which we could not find evidence of SFWMD permits, but appear likely to drain
into the north flowing Roost Road drainage ditch. Similarly, Collier County Water -Sewer District owns a
property on the south side of Manatee Road, for which it is difficult to determine which direction it
flows/drains. This property is largely unimproved, and likely either drains north to Manatee Road, or
perhaps sheetflows to the south into an undeveloped property which appears to be owned by an entity
named "Carleton MHC" (based on the Collier County Property Appraiser website database).
The Carleton MHC property appears to not have a SFWMD ERP permit, making it the only remaining
undeveloped and unpermitted/undesigned property within this watershed. In its undeveloped state,
LIDAR topography of the area seems to indicate that it likely sheetflows to the southwest toward the
Silver Lakes preserve area (see description above). Given that this property fronts on Roost Road, which
has a significant drainage ditch, in the future should it be designed for development, it would seem
more likely that it would be designed to drain to the Roost Road drainage system, rather than discharge
to existing ground to the south and west.
Changes to the Southeast Corner of the Pelican Lake Project
Per conversation with the Pelican Lake property manager and aerial review, the ditch was filled for the
purposes of trailer storage approximately 15 years ago (approximately 2005) (reference Appendix J).
Since the ditch was filled, the property managers indicated that they have not observed any adverse
issues associated with stormwater run-off conveyance or flooding along the east property line during
the annual rainy seasons. This is presumably because stormwater run-off from upstream properties is
now being conveyed to other areas (reference Appendix 1).
5 1 P a g e
PENINSULA:-
ENGINEERING
Pelican Lake Motorcoach Resort —
Evaluation of Watershed and Need for Previously Permitted Interior Property Line Drainage Ditch
CONCLUSION
The requirement for a ditch along the east property line of Pelican Lake RV Resort to convey off -site
flows from the north originated at a time when much of the watershed upstream of Pelican Lake was
undeveloped and not yet designed. Since then, much of the watershed upstream and surrounding
Pelican Lake has been developed. The few areas, with the exception of one, upstream of Pelican Lake
that are not yet developed have been designed and approved by SFWMD, such that it is now known
where stormwater discharges are directed to. These developed and undeveloped areas do not appear
to require a ditch along the east property line of Pelican Lake RV Resort to convey their stormwater
discharges south.
Regardless, the design and extension of Treasure Cove Boulevard across the southern boundary of
Pelican Lake RV Resort appears to have eliminated the ability for any upstream stormwater discharges
at existing grade to be conveyed south through such a ditch, anyway. The subject ditch, if it ever existed
along the east side of the Pelican Lake RV Resort, would seem to serve no real purpose, as Treasure
Cove Boulevard is constructed at a higher elevation and has cut it off. Treasure Cove Boulevard is
neither designed or constructed in a manner that at -grade flows from the north could enter its drainage
system. Further to this point, the ditch area in the southeast corner of Pelican Lake has been filled -in
and paved over for trailer storage, and has not been functional for over 15 years, seemingly without
incident. Since then, to the best of our knowledge and belief, based on file research, and meetings and
phone calls with Collier County staff and Pelican Lake property managers, there have been no known,
documented, or reported adverse issues in the subject area associated with a lack of a property line
ditch along the east property line of Pelican Lake RV Resort. Therefore, it is our opinion that the permit -
required drainage easement and ditch that runs along the east side of the Pelican Lake RV Resort is no
longer necessary.
M11111O
Appendix A
SFWMD Permit No. 11-01051-S, Application #920806-4
(Pelican Lake)
.. "J .. ,7 .f.: �` AAk��.4N`' • " 7 K'.. ti S �p� :��t.i wr I .�Ib �. -r ..,
h-
CoSouth Florida Water Management District
. Certification For Stormwater Discharge
Form 00113
Rev. 7/91
SURFACE WATER MANAGEMENT PERMIT NO.
(NON -ASSIGNABLE)
DATE ISSUED: JANUARY 14, 1993
AUTHORIZING: CONSTRUCTION AND OPERATION OF A 34.9 ACRE SURFACE WATER
MANAGEMENT SYSTEM TO SERVE THE 92.3 ACRE "BUILD —OUT"
RESIDENTIAL SITE, DISCHARGING VIA MARCO SHORES PUD & SR-951
ROADSIDE SWALE TO McILVANE BAY.
LOCATED IN: COLLIER COUNTY, SECTION 15 TWP. 51S RGE. 26F
ISSUED TO: WILBUR M. CHRISTIANSEN, GARY L. DANCA, TRUSTEE
WMBS & P TRUST
(SOUTHWOODS PUD)
1383 AIRPORT ROAD
N. NAPLES, FL 33942
This Permit is issued pursuant to Application for Permit Nop, �O x— dated y 22,
19 92 . Permittee agrees to hold and save the South Florida Water Management District and its
successors harmless from any and all damages, claims or liabilities which may arise by reason of the
construction, operation, maintenance or use of any work or structure involved in the Permit. Said
Application, including all plans and specifications attached thereto, as addressed by the Staff
Report, is by reference made a part hereof.
This Permit may be revoked or modified at anytime pursuant to the appropriate provisions of
Chapter 373, Florida Statutes.
This Permit does not convey to Permittee any property rights or privileges other than those specified
herein, nor relieve the Permittee from complying with any law, regulation or requirement affecting
the rights of other bodies or agencies. All structures and works installed by Permittee hereunder
shall remain the property of the Permittee.
Within thirty (30) days after the completion of the construction of any work or s
this Permit, the Permittee shall file with the District a written statement of c
appropriate form provided by the Board.
SPECIAL CONDITIONS ARE AS FOLLOWS:
SEE SHEETS 42 & 3 OF 5 — 12 SPECIAL CONDITIONS.
FILED WITH THESCL�K OF THE SHUYH ITING CONDITIONS.
FLORIDA WATER MANAGEMENT DISTRICT SOUTH FLORIDA VI
ON Original signed by:
BY Vern Kaiser
DEPUTY CLERK
MANAGEMENT DI
GOVERNING BOAF
pletion on the
POSTED
QUADRANGLES
ITEM NUMBER
'JDATE /' 20 - %2
EFG�FDT� �/ C
Original signed by
By TONY BURNS
Assistant Secretary
SHEET 1 OF 5
0
• PERMIT NO. 11-01051-S
SHEET 2 OF 5
SPECIAL CONDITIONS
t 1�. DISCHARGE FACILITIES:
1=1' WIDE BROAD CRESTED WEIR WITH CREST AT ELEV. 2.75' NGVD. _
"1-1' W X .25' H RECTANGULAR NOTCH WITH INVERT AT ELEV. 2.5' NGVD.
221 LF OF 2.5' WIDE X 1.58' HIGH ELLIPTICAL CULVERT.
RECEIVING BODY :',"SR-951 SWALE & MARCO SHORES PUD
CONTROL ELEV : 2.5 FEET NGVD.
THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION,
SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR
OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM.
(3 MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION
AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER.
4 THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT ADDITIONAL WATER QUALITY
TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH
MEASURES ARE SHOWN TO BE NECESSARY.
5 LAKE SIDE SLOPES SHALL BE 4:1 (HORIZONTAL:VERTICAL) TO A DEPTH OF TWO FEET
BELOW THE CONTROL ELEVATION. SIDE SLOPES SHALL BE NURTURED OR PLANTED
FROM 2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE
GROWTH.
6 PRIOR TO THE INITIATION OF ANY WITHDRAWAL OF WATER (IRRIGATION,
DEWATERING, PUBLIC WATER SUPPLY, ETC.), IT WILL BE NECESSARY TO APPLY FOR
A WATER USE PERMIT._. THE PERMITTEE IS CAUTIONED THAT A MINIMUM OF 90 DAYS
IS REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION. THE
PERMITTEE IS CAUTIONED THAT THE ISSUANCE OF A SURFACE WATER MANAGEMENT
PERMIT SHALL NOT BE CONSTRUED TO BE A GUARANTEE THAT WATER WILL BE
AVAILABLE.
7 FACILITIES OTHER THAN THOSE STATED HEREIN SHALL NOT BE CONSTRUCTED WITHOUT
AN APPROVED MODIFICATION OF THIS PERMIT.
8 A BENCHMARK, EASILY ACCESSIBLE TO DISTRICT PERSONNEL, SHALL BE PROVIDED IN
THE VICINITY OF THE CONTROL STRUCTURE AT THE TIME IT IS CONSTRUCTED. A
DESCRIPTION SHALL BE PROVIDED TO THE DISTRICT WITH THE ENGINEERING
CERTIFICATION OF CONSTRUCTION COMPLETION.
PRIOR TO FEBRUARY 13, 1993, THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SHALL BE NOTIFIED BY THE PERMITTEE OR AUTHORIZED AGENT (VIA THE SUPPLIED
CONSTRUCTION COMMENCEMENT NOTICE OR EQUIVALENT) OF THE ACTUAL OR
ANTICIPATED CONSTRUCTION START DATE AND THE EXPECTED COMPLETION DATE/
DURATION.
• PERMIT NO. 11-01051-S
SHEET 3 OF 5
WHEN THE DURATION OF CONSTRUCTION EXCEEDS ONE YEAR, CONSTRUCTION STATUS
REPORTS SHALL BE SUBMITTED TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ON AN ANNUAL BASIS (VIA THE SUPPLIED ANNUAL STATUS REPORT OR EQUIVALENT)
BEGINNING ONE YEAR AFTER THE INITIAL COMMENCEMENT OF CONSTRUCTION DATE.
11. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER
MANAGEMENT SYSTEM, THE PERMITTEE OR AUTHORIZED AGENT SHALL NOTIFY THE
SOUTH FLORIDA WATER MANAGEMENT DISTRICT OF THAT COMPLETION DATE AND SUBMIT
CERTIFICATION BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER THAT ALL
FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY
THE DISTRICT (VIA THE SUPPLIED CONSTRUCTION COMPLETION/CONSTRUCTION
CERTIFICATION OR EQUIVALENT). SUCH CERTIFICATION MAY CONSIST OF WORDING
IN PARAGRAPH 3.1.7 "CONSTRUCTION COMPLETION CERTIFICATION" OF THE CURRENT
BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN
THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT. IF THE CERTIFICATION
LANGUAGE USED IS DIFFERENT FROM THE SUGGESTED LANGUAGE, A SET OF RECORD
DRAWINGS CONSISTING OF ELEVATIONS, LOCATIONS AND DIMENSIONS OF COMPONENTS
OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL ALSO BE SUBMITTED.
12. OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE. PRIOR TO TRANSFER OF TITLE FOR ANY
PORTION OF THE PROJECT TO A THIRD PARTY, MODIFICATION OF THE PERMIT WILL
BE REQUIRED TO VERIFY CONTINUED COMPLIANCE WITH LIMITING CONDITION NO. 8.
. • PERMIT NO. 11-01051-S
SHEET 4 OF 5
LIMITING CONDITIONS
1 THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO
MINIMIZE ANY ADVERSE IMPACT OF THE WORKS ON FISH, WILDLIFE, NATURAL
ENVIRONMENTAL VALUES, AND WATER QUALITY. THE PERMITTEE SHALL INSTITUTE
NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL
COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES,
TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE
RECEIVING WATERS.
2 WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY
OR INTO SURFACE WATERS OF THE STATE SHALL BE SUBMITTED TO THE DISTRICT AS
REQUIRED. PARAMETERS TO BE MONITORED MAY INCLUDE THOSE LISTED IN CHAPTER
17-302. IF WATER QUALITY DATA IS REQUIRED, THE PERMITTEE SHALL PROVIDE
DATA AS REQUIRED, ON VOLUMES OF WATER DISCHARGED INCLUDING TOTAL VOLUME
DISCHARGED, DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM
THE PROPERTY OR INTO SURFACE WATERS OF THE STATE.
3 . THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION
REGULATIONS AND OTHER LOCAL REQUIREMENTS. IN ADDITION, THE PERMITTEE
SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, LOCAL AND SPECIAL DISTRICT
AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF
WORKS AUTHORIZED BY THIS PERMIT.
4 THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A
FLORIDA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES
HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY THE
DISTRICT. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE
WATER MANAGEMENT SYSTEM, THE PERMITTEE SHALL SUBMIT THE CERTIFICATION AND
NOTIFY THE DISTRICT THAT THE FACILITIES ARE READY FOR INSPECTION AND
APPROVAL. UPON APPROVAL OF THE COMPLETED SURFACE WATER MANAGEMENT SYSTEM,
THE PERMITTEE SHALL REQUEST TRANSFER OF THE PERMIT TO THE RESPONSIBLE
ENTITY APPROVED BY THE DISTRICT.
5 . ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS REQUIRED BY THE APPLICABLE
LOCAL GOVERNMENT FLOOD CRITERIA.
6 . ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE
APPLICABLE LOCAL GOVERNMENT.
7 OFF -SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY
THROUGH THE FACILITIES AUTHORIZED BY THIS PERMIT. NO ROADWAY OR BUILDING
CONSTRUCTION SHALL COMMENCE ON -SITE UNTIL COMPLETION OF THE PERMITTED
DISCHARGE STRUCTURE AND DETENTION AREAS. WATER DISCHARGED FROM THE
PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR
REGULATING UPSTREAM WATER STAGES. STAGES MAY BE SUBJECT TO OPERATING
SCHEDULES SATISFACTORY TO THE DISTRICT.
8 NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE
ENTITY ACCEPTABLE TO THE DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO
• �ERMIT NO. 11-01051-S
SHEET 5 OF 5
OPERATE AND MAINTAIN THE SYSTEM. THE ENTITY MUST BE PROVIDED WITH
SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT
FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN EVIDENCE OF THE
SATISFACTION OF THIS CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZATION
TO COMMENCE CONSTRUCTION.
9 THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY
RIGHTS OR PRIVILEGES OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER
40E-4, FAC.
THE PERMITTEE SHALL HOLD AND SAVE THE DISTRICT HARMLESS FROM ANY AND ALL
DAMAGES, CLAIMS, OR LIABILITIES WHICH MAY ARISE BY REASON OF THE
CONSTRUCTION, OPERATION, MAINTENANCE OR USE OF ANY FACILITY AUTHORIZED BY
THE PERMIT.
11. THIS PERMIT IS ISSUED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH
REASONABLY DEMONSTRATES THAT ADVERSE OFF -SITE WATER RESOURCE RELATED
IMPACTS WILL NOT BE CAUSED BY THE COMPLETED PERMIT ACTIVITY. IT IS ALSO
THE REPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE OFF -SITE WATER
RESOURCE IMPACTS DO NOT OCCUR DURING CONSTRUCTION.
PRIOR TO DEWATERING, PLANS SHALL BE SUBMITTED TO THE DISTRICT FOR
APPROVAL. INFORMATION SHALL INCLUDE AS A MINIMUM: PUMP SIZES, LOCATIONS
AND HOURS OF OPERATION FOR EACH PUMP. IF OFF -SITE DISCHARGE IS PROPOSED,
OR OFF -SITE ADVERSE IMPACTS ARE EVIDENT, AN INDIVIDUAL WATER USE PERMIT
MAY BE REQUIRED. THE PERMITTEE IS CAUTIONED THAT SEVERAL MONTHS MAY BE
REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION.
South Florida Water Management DistAct
5501 Gun Club Road • P.O. Box 24680 • West Palm Beach, FL 55416.4680 • (407) 686-8800 * FL WATS 1-800-452-2045
CON 24-06
January 11, 1993
CHRISTIANSEN WILBUR X& DANCA GARY L, TRUSTEES
WNBS&P TRUST
1383 AIRPORT ROAD
NORTH NAPLES, FL 33942
Dear Sir:
RECEIVED
J A N 2 5 1993
BIG CYPRESS BASIN
SFWMD, NAPLES
Subject: Permit Number 11-01051-S
SOUTHWOODS PUD, Collier County, SEC 15, TWP 51S, RGE 26E
At its January 14, 1993 meeting, the Governing Board of this District
gave Conceptual Approval to your surface water management plan, and
authorized issuance of a Surface Water Management Permit , subject to the
attached 12 limiting conditions and 12 special conditions. The permit
will be mailed under separate cover.
The conceptual approval does not constitute a construction permit. It is
based upon the information provided by the applicant and may be subject
to suspension, revocation or modification in accordance with Rule
40E-4.341 (FAC) if it is later determined that said information is
erroneous or false. All future applications for construction submitted
pursuant to this conceptual approval will be reviewed pursuant to the
provisions of Rule 40E-4.301(3) (FAC).
As construction plans are developed for additional Phases they must be
submitted to this District, and no additional construction may begin
until written approval has been granted by this District.
If you have any questions concerning this matter, please feel free to
call.
Sincerely,
Steve Lamb, Director
Regulation Department
SL/VLK/si
p0STED-
QUADRANGLES �---
ITEM NUMBER
cc: CHRISTIANSEN WILBUR & DANCA GARY DATE
TRUSTEES OF WMBS&P TRUST
WILSON MILLER BARTON & PEEK, INC. SIGNED
COLLIER COUNTY ENGINEER
COLLIER - AGRICULTURAL AGENT
DER
Governing Board, a ��
Allan Milledge, Chairman - Miami James E. Nall - Fort Lauderdale Leah G. Schad - West Palm Beach Tilford C. Creel, Executive Director
Valerie Boyd. Vice Chairman - Naples Annie Betancourt - Miami Frank Williamson, Jr. - Okeechobee Thomas K. MacVicar. Deputy Executive Director
Ken Adams - West Palm Beach Franklin B. Mann - Fort Myers Eugene K. Pettis - Fort Lauderdale
•
SPECIAL CONDITIONS
1 . DISCHARGE FACILITIES:)
'Plk1' WIDE BROAD CRESTED WEIR WITH CREST AT ELEV. 2—.75' NGVD.
1-1 W x :25' aW R�E�CTAANGUL�A'�R` NOTCH WITH INVERT AT ELEV. 2.5' NGVD.
221 LF OF 2.5' WIDE X 1.58' HIGH ELLIPTICAL CULVERT.
RECE=IV_ING SQDY : SR-951 SWALE & MARCO-SHORES PUD
CONTROL ELEV : 2.5 FEET NGVD.
2 THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION,
SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR
OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM.
*3r . MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION
AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER.
4 THE DISTRICT RESERVES THE RIGHT —TO REQUIRE THAT ADDITIONAL WATER QUALITY
TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH
MEASURES ARE SHOWN TO BE NECESSARY.
5 LAKE SIDE SLOPES SHALL BE 4:1 (HORIZONTAL:VERTICAL) TO A DEPTH OF TWO FEET
BELOW THE CONTROL ELEVATION. SIDE SLOPES SHALL BE NURTURED OR PLANTED
FROM 2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE
GROWTH.
PRIOR TO THE INITIATION OF ANY WITHDRAWAL OF WATER (IRRIGATION,
DEWATERING, PUBLIC WATER SUPPLY, ETC.), IT WILL BE NECESSARY TO APPLY FOR
A WATER USE PERMIT. THE PERMITTEE IS CAUTIONED THAT A MINIMUM OF 90 DAYS
IS REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION. THE
PERMITTEE IS CAUTIONED THAT THE ISSUANCE OF A SURFACE WATER MANAGEMENT
PERMIT SHALL NOT BE CONSTRUED TO BE A GUARANTEE THAT WATER WILL BE
AVAILABLE.
7 FACILITIES OTHER THAN THOSE STATED HEREIN SHALL NOT BE CONSTRUCTED WITHOUT
AN APPROVED MODIFICATION OF THIS PERMIT.
r A BENCHMARK, EASILY ACCESSIBLE TO DISTRICT PERSONNEL, SHALL BE PROVIDED IN
THE VICINITY OF THE CONTROL STRUCTURE AT THE TIME IT IS CONSTRUCTED. A
DESCRIPTION SHALL BE PROVIDED TO THE DISTRICT WITH THE ENGINEERING
CERTIFICATION OF CONSTRUCTION COMPLETION.
9,. PRIOR TO FEBRUARY 13, 1993, THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SHALL BE NOTIFIED BY THE PERMITTEE OR AUTHORIZED AGENT (VIA THE SUPPLIED
CONSTRUCTION COMMENCEMENT NOTICE OR EQUIVALENT) OF THE ACTUAL OR
ANTICIPATED CONSTRUCTION START DATE AND THE EXPECTED COMPLETION DATE/
DURATION.
•
`XO WHEN THE DURATION OF CONSTRUCTION EXCEEDS ONE YEAR, CONSTRUCTION STATUS
REPORTS SHALL BE SUBMITTED TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ON AN ANNUAL BASIS (VIA THE SUPPLIED ANNUAL STATUS REPORT OR EQUIVALENT)
BEGINNING ONE YEAR AFTER THE INITIAL COMMENCEMENT OF CONSTRUCTION DATE.
11. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER
MANAGEMENT SYSTEM, THE PERMITTEE OR AUTHORIZED AGENT SHALL NOTIFY THE
SOUTH FLORIDA WATER MANAGEMENT DISTRICT OF THAT COMPLETION DATE AND SUBMIT
CERTIFICATION BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER THAT ALL
FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY
THE DISTRICT (VIA THE SUPPLIED CONSTRUCTION COMPLETION/CONSTRUCTION
CERTIFICATION OR EQUIVALENT). SUCH CERTIFICATION MAY CONSIST OF WORDING
IN PARAGRAPH 3.1.7 "CONSTRUCTION COMPLETION CERTIFICATION" OF THE CURRENT
BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN
THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT. IF THE CERTIFICATION
LANGUAGE USED IS DIFFERENT FROM THE SUGGESTED LANGUAGE, A SET OF RECORD
DRAWINGS CONSISTING OF ELEVATIONS, LOCATIONS AND DIMENSIONS OF COMPONENTS
OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL ALSO BE SUBMITTED.
1 OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE - PRIOR TO TRANSFER OF TITLE FOR ANY
PORTION OF THE PROJECT TO A THIRD PARTY, MODIFICATION OF THE PERMIT WILL
BE REQUIRED TO VERIFY CONTINUED COMPLIANCE WITH LIMITING CONDITION NO. 8.
LIMITING CONDITIONS
1 THE PERMITTEE SHALL PROSECUTE,THE WORK AUTHORIZED IN A MANNER SO AS TO
MINIMIZE ANY ADVERSE IMPACT OF THE WORKS ON FISH, WILDLIFE, NATURAL
ENVIRONMENTAL VALUES, AND WATER QUALITY. THE PERMITTEE SHALL INSTITUTE
NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL
COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES,
TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE
RECEIVING WATERS.
2 . WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY
OR INTO SURFACE WATERS OF THE STATE SHALL BE SUBMITTED TO THE DISTRICT AS
REQUIRED. PARAMETERS TO BE MONITORED MAY INCLUDE THOSE LISTED IN CHAPTER
17-302. IF WATER QUALITY DATA IS REQUIRED, THE PERMITTEE SHALL PROVIDE
DATA AS REQUIRED, ON VOLUMES OF WATER DISCHARGED INCLUDING TOTAL VOLUME
DISCHARGED, DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM
THE PROPERTY OR INTO SURFACE WATERS OF THE STATE.
3 THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION
REGULATIONS AND OTHER LOCAL REQUIREMENTS. IN ADDITION, THE PERMITTEE
SHALL OBTAIN ALL NECESSARY FEDERAL, STATE, LOCAL AND SPECIAL DISTRICT
AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF
WORKS AUTHORIZED BY THIS PERMIT.
4 . THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A
FLORIDA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES
HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY THE
DISTRICT. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE
WATER MANAGEMENT SYSTEM, THE PERMITTEE SHALL SUBMIT THE CERTIFICATION AND
NOTIFY THE DISTRICT THAT THE FACILITIES ARE READY FOR INSPECTION AND
APPROVAL. UPON APPROVAL OF THE COMPLETED SURFACE WATER MANAGEMENT SYSTEM,
THE PERMITTEE SHALL REQUEST TRANSFER OF THE PERMIT TO THE RESPONSIBLE
ENTITY APPROVED BY THE DISTRICT.
5 . ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS REQUIRED BY THE APPLICABLE
LOCAL GOVERNMENT FLOOD CRITERIA.
6 ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE
APPLICABLE LOCAL GOVERNMENT.
7 . OFF -SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY
THROUGH THE FACILITIES AUTHORIZED BY THIS PERMIT. NO ROADWAY OR BUILDING
CONSTRUCTION SHALL COMMENCE ON -SITE UNTIL COMPLETION OF THE PERMITTED
DISCHARGE STRUCTURE AND DETENTION AREAS. WATER DISCHARGED FROM THE
PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR
REGULATING UPSTREAM WATER STAGES. STAGES MAY BE SUBJECT TO OPERATING
SCHEDULES SATISFACTORY TO THE'DISTRICT.
8 NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE
ENTITY ACCEPTABLE TO THE DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO
OPERATE AND MAINTAIN THE SYSTEM. THE ENTITY MUST BE PROVIDED WITH
SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT
FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN EVIDENCE OF THE
SATISFACTION OF THIS CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZATION
TO COMMENCE CONSTRUCTION.
9 . THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY
RIGHTS OR PRIVILEGES OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER
40E-4, FAC.
10. THE PERMITTEE SHALL HOLD AND SAVE THE DISTRICT HARMLESS FROM ANY AND ALL
DAMAGES, CLAIMS, OR LIABILITIES WHICH MAY ARISE BY REASON OF THE
CONSTRUCTION, OPERATION, MAINTENANCE OR USE OF ANY FACILITY AUTHORIZED BY
THE PERMIT.
(11.- THIS PERMIT IS ISSUED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH
�\ REASONABLY DEMONSTRATES THAT ADVERSE OFF -SITE WATER RESOURCE RELATED
IMPACTS WILL NOT BE CAUSED BY THE COMPLETED PERMIT ACTIVITY. IT IS ALSO
THE REPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE OFF -SITE WATER
RESOURCE IMPACTS DO NOT OCCUR DURING CONSTRUCTION.
/11 PRIOR,TO DEWATERING, PLANS SHALL --BE SUBMITTED TO THE DISTRICT FOR
\ ! APPROVAL. INFORMATION SHALL INCLUDE AS A MINIMUM: PUMP SIZES, LOCATIONS
AND HOURS OF OPERATION FOR EACH PUMP. IF OFF -SITE DISCHARGE IS PROPOSED,
OR OFF -SITE ADVERSE IMPACTS ARE EVIDENT, AN INDIVIDUAL WATER USE PERMIT
MAY BE REQUIRED. THE PERMITTEE IS CAUTIONED THAT SEVERAL MONTHS MAY BE
REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION.
LAST DATE FOR GOVERNING BOARD ACTION:
JANUARY 14, 1993
� DRAFT
Subject to Governing
L. Board Approval
SURFACE WATER MANAGEMENT STAFF REVIEW SUMMARY
I. ADMINISTRATIVE
APPLICATION NUMBER-. 920806-4
PROJECT NAME:'SOUTHWOODS PUD
LOCATION: COLLIER COUNTY
'Silf5%T5TS/R2'6E
APPLICANT'S NAME: CHRISTIANSEN WILBUR & DANCA GARY, TRUSTEES OF WMBS&P TRUST
OWNERS NAME AND ADDRESS:,CHR,ISTIANSEN WILBUR M & DANCA GARY L, TRUSTEES
WMBS`&P TRUST
- - 1383 AIRPORT —ROAD
ORTH NAP'L�ES, IFt 33942
DEVELOPER: CHRISTIANSEN WILBUR & DANCA GARY, TRUSTEES OF WMBS&P TRUST
ENGINEER: WILSON MILLER BARTON & PEEK INC
II. PROJECT DESCRIPTION
PROJECT AREA: 101.3_acres DRAINAGE AREA: 92.3 acres
DISTRICT DRAINAGE BASIN: IFAKAHATCHEE STRAND
RECEIVING BODY: MCILVANE BAY VIA MARCO SHORES PUD & SR-95.1 SWALE
CLASSIFICATION:'_CLASS III
PURPOSE:
This application is a request for (A) Conceptual approval for a 57.4 acre
RESIDENTIAL (recreational vehicle park) project and (B) Authorization for
Construction and Operation of a 34.9 acre surface water management system to
serve the 92.3 acre "build -out" RESIDENTIAL site, discharging to MCILVANE BAY
via MARCO SHORES PUD & SR-951 ROADSIDE SWALE.
1
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BACKGROUND:
This site is part of a larger area (approximately 25,000 acres) which was
included in a settlement agreement entered into on July 20, 1982 between (A)
Deltona Corporation, (B) Florida Department of Environmental Regulation, (C)
South Florida Water Management District and (4) various other environmental
preservation groups and organizations. The Settlement Agreement has become
known as the Deltona Agreement. This project is located within the settlement
agreement area. Although this site is under new ownership, the terms of the
settlement agreement are binding as the agreement applies to the successors in
interest.
EXISTING FACILITIES:
The project is located in the north sector of section 15/T51S/R26E. The site
is bordered to the north by Silver Lakes PUD and to the south by Marco Shores
PUD. The site is bordered on the west by SR-951 & roadside swale. East of
the project is undeveloped lands.
The site is composed of fallow farm fields and has not been previously
permitted by the SFWMD.
Onsite elevations vary from 3.5' NGVD along the north & east property lines to
2.5' NGVD along the south & west lines. An existing interceptor ditch located
along the southern property line collects runoff sheetflowing from the north
and conveys it to the Marco Shores PUD and west to SR-951 roadside swale.
PROPOSED= FACI LITI ES_:J
The -appl-i cati on i s a -request- for -Const-ruct on -and Operati on approval -for
P-tease-I_development-fand-Conceptual approval for the remaining "build -out"
residential project.
iPHASE- I 1
- - --------- --
1.nc_u es the commercial excavation of the 34.:9-acre common detention area,?
�conStrUction of the surface. water management system -and A nst311at_ion of -the
single---surface_.-water-control- structure. Wet excavation operations will
require the stock piling of -materials onsite. All -,on-s.i-te-"stock pi l i ng-i s j
7contained within the perimeter -berm: Phase -I includes Conceptual approval
hover the -remaining 57.4 acre (residential) project area.>
(PHASE -II
Following a permit modification, Phase -II will include construction of all
internal roadways, residential & recreational areas and remaining surface
water management facilities to include culverts and swales. The "build -out"
surface water management system will serve 92.3 acres of the 101.3 acres of
contiguously owned lands. Two land areas are excluded from the surface water
management system, 4.8 acres of cypress preserve and 4.2 acres of road/utility
easements.
2
The allowable discharge for the site was determined by consideration of
predevelopment rates, the allowable discharge rate of 0.12 cfs/acre within the
nearby Collier County District-6, and 0.15 cfs/acre, as established by Collier
County Ordinance 90-10. The design.discharge rate for the project will be
0.12 cfs/acre. ,Discharge will flow to Marco Shores PUD and into SR-951
`roadside swale, which conveys runoff to McIlvane bay.
BASIN INFORMATION:
WSWT Control
Area Elevation Elevation Method of
Basin Acres (ft, NGVD) (ft, NGVD) Determination
PHASE -I 92.30 2.50 2.50 WETLAND ELEVATION
DISCHARGE STRUCTURE INFORMATION:
Water Ouality Structures:
Invert
Str. Elev.
Basin # Bleeder Type Dimensions (ft, NGVD)
PHASE -I 1 RECTANGULAR_MTCH= 1' wide X .25'_,
,high
Major Discharge Structures:
Str. Crest Elev.
Basin # Description (ft, NGVD)
PHASED; - 1 P wide X 2.17' high BROAD CRESTED weir 2.75
Discharge Culverts:'
Str.
Basin # Description
THASE-I 1 ,221' long, 2.5' wide X 1.58' high ELLIPTICAL
Receiving Body:'
Str. Receiving
Basin # Body
PHASE -I,.' 1 SR-951 SWALE & MARCO SHORES PUD�
3
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III. PROJECT EVALUATION
Discharge --Rates
As shown in the table below, the proposed project discharge is within the
allowable limit for the area.
Design _Storm Frequency: 258R=3DAY-1 -Design--Rai nfal 1 z -8.-50 =inches----
Allow Design Design
Disch Method of Disch Stage
Basin (cfs) Determination (cfs) (ft. NGVD)
L �13.85__`PREVS:-POST_ J 1123-_..PHASE-.I: 92_ - J
WATER QUALITY:
Water quality, 1" over the site, is provided. Adverse impacts are not
expected.
Vol Vol
Treatment Req'd. Prov'd
Basin Method (ac-ft) (ac-ft)
1,P_HASE-I -1 `-�_34.9 acres- WET_ -DETENTION
- ' ,NV�E hRONMENT°AL`� .
The project site contains pine flatwoods__and cypress wetlands. Approximately
�4�: 8-acres�o-f_cypr_ess__wetl�ands_ar_e�l.ocated�'w th i�n_the� p.r_o ject
The project-s i
to-is-1 ocd._i-thi,n--the-area ap..voeep
Dw-and-Slmtment_und.erth
ne_r_mt[982_ Stipulatior_eelt
_on[Corporation.—The District was a_-.p,arty_tothi-s_agreement_Under ttie Deltona
EEAgreement; environmental- impacts associated with_devel_opment a_f_ 1-ands_ covered
by _tfie_Ag.r_.e.ement_cannot _be_ addr`esse
As proposed, the project includes excavation.of a 34-9 acre -lake ands
construction df a -surface water management system to -serve a-recreatio..
vehicle park? The proposed project is bordered by approved projects on the
north and south. Marco Shores Unit 30 has been constructed to the south of
this project, and construction is currently underway on Silver Lakes which is
located to the north.
The proposed project includes
l o.cated�on_-t-th-e eastern proper
outside the limits of develop
—�
However, d'ue'td._the const.rai,n
c
:undaryh This wetland will be maintained -
and will continue to receive offsite flows.
aaa>l i c
4
design Ito
•
(meet current District criteria such as buffer zon-4�' aintenance of
contributing drainage areas -and -establishment of control elevations for
_wetland hydroperiod protection:
The proposed project will utilize control elevations consistent with those
established on the surrounding projects which also contain wetland areas.
The U.S. Army Corps of Engineers has previously issued a permit for this
project pursuant to the Deltona Agreement.
WETLAND INVENTORY - NEW CONCEPTUAL - SOUTHWOODS PUD
Cypress Marsh Trans. Mix Forest Totals
Total Wet. AC 4.8 0 0 0 4.8
Wet. Preserved 4.8 0 0 0 4.8
Wet. Impacted 0 0
Wet. Disturbed = 0
Wet. Improved 0
Wet. Created 0
Uplands Wetlands
Other -Compensation N/A N/A
SYSTEM OPERATION:
Christiansen Wilbur M & Danca Gary L, Trustees Of Wilson, Miller, Barton, Sole
& Peek Trust
PROPOSED LAND USE(S):
Residential
Commercial
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WATER USE PERMIT STATUS:
A Water Use permit is not required for this project.
DRI STATUS:
This project falls below all DRI minimum thresholds.
SAVE OUR RIVERS:
The project is not within or adjacent to lands under consideration by the Save
Our Rivers program.
SWIM BASIN:
The project is not within nor does it discharge directly to a
designated SWIM basin.
RIGHT -OF -WAY -PERMIT STATUS: _
A Right -of -Way Permit is not required for this project.
ENFORCEMENT ACTIVITY:
There has been no enforcement activity associated with this application.
THIRD PARTY INTEREST:
No third party has contacted the District with concerns about this
application.
WELL FIELD ZONE OF INFLUENCE:
The project is not located within the zone of influence of a wellfield.
PRIMARY ISSUES RESOLVED:
Wetland protection under the Deltona Agreement.
6
IV. APPLICABLE LAND AREA
OTHER area includes 57.4 acres of contiguously owned land and 4.2 acres of
roadway/utility easements not included in Phase -I construction.
PRESERVE area contains 4.8 acres of cypress preserve not included in Phase -I
construction.
PROJECT LEVEL
TOTAL PREVIOUSLY
PROJECT PERMITTED THIS PHASE
TOTAL ACRES 101.3 34.9 acres
WTRM ACREAGE 34.9 34.9 acres
PRESERVED 4.8 4.8 acres
OTHER 61.6 61.6 acres
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V. STAFF RECOMMENDATION
The Staff recommends that the following be issued:
(A) Conceptual approval for a 57.4 acre RESIDENTIAL (recreational vehicle
park) project and (B) Construction and Operation of a 34.9 acre surface
water management system to serve the 92.3 acre "build -out" RESIDENTIAL
site, discharging to MCILVANE BAY via MARCO SHORES PUD & SR-951 ROADSIDE
SWALE.
Based on the information provided, District rules have been adhered to.
Staff recommendation is for approval subject to the attached
Standard Limiting and Special Conditions.
VI. STAFF REVIEW
NATURAL RESOURCE MANAGEMENT
DIVISION APPROVAL
APPLICATION
ENVIRONMENTAL:
DIVISON DIRECTOR:
SURFACE WATER --MANAGEMENT
DIVISION APPROVAL
TECHNICAL:
WATER QUALITY:
SECTION SUPERVISOR:
ASST. DIVISON DIRECTOR
. Jo
errie A.
V EWE SUP ISOR/CHECK :
�� ��4A
n Deborah L. Goss
DATE:
tes
APPLICATION REVIEWER:
0ald L. Barselou, E.I.
0L I ,&-a..,
Donald L. Baarselou, E.I.
SjuMrvisiXg1 Professional
. Wate
8
SU VIS)OR/C M��
Cl abbs r.
I � CVY*_
yd G. Dabbs, r., P.G )
V
DATE: 0
DATE: IZ-hah z
se, P.E. '
DRAFT
Subject to Governing
Board Approval
LIMITING CONDITIONS
1 THE PERMITTEE SHALL PROSECUTE THE WORK AUTHORIZED IN A MANNER SO AS TO
MINIMIZE ANY ADVERSE IMPACT OF THE WORKS ON FISH, WILDLIFE, NATURAL
ENVIRONMENTAL VALUES, AND WATER QUALITY. THE PERMITTEE SHALL INSTITUTE
NECESSARY MEASURES DURING THE CONSTRUCTION PERIOD, INCLUDING FULL
COMPACTION OF ANY FILL MATERIAL PLACED AROUND NEWLY INSTALLED STRUCTURES,
TO REDUCE EROSION, TURBIDITY, NUTRIENT LOADING AND SEDIMENTATION IN THE
RECEIVING WATERS.
2 . WATER QUALITY DATA FOR THE WATER DISCHARGED FROM THE PERMITTEE'S PROPERTY
OR INTO SURFACE WATERS OF THE STATE SHALL BE SUBMITTED TO THE DISTRICT AS
REQUIRED. PARAMETERS TO BE MONITORED MAY INCLUDE THOSE LISTED IN CHAPTER
17-302. IF WATER QUALITY DATA IS REQUIRED, THE PERMITTEE SHALL PROVIDE
DATA AS REQUIRED, ON VOLUMES OF WATER DISCHARGED INCLUDING TOTAL VOLUME
DISCHARGED, DURING THE DAYS OF SAMPLING AND TOTAL MONTHLY DISCHARGES FROM
THE PROPERTY OR INTO SURFACE WATERS OF THE STATE.
3 THE PERMITTEE SHALL COMPLY WITH ALL APPLICABLE LOCAL SUBDIVISION
REGULATIONS AND OTHER LOCAL REQUIREMENTS. IN ADDITION, THE PERMITTEE
SHALL.OBTAIN ALL NECESSARY FEDERAL, STATE, LOCAL AND SPECIAL DISTRICT
AUTHORIZATIONS PRIOR TO THE START OF ANY CONSTRUCTION OR ALTERATION OF
WORKS AUTHORIZED BY THIS PERMIT.
4 THE OPERATION PHASE OF THIS PERMIT SHALL NOT BECOME EFFECTIVE UNTIL A
FLORIDA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL FACILITIES
HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY THE
DISTRICT. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE
-WATER MANAGEMENT SYSTEM, THE PERMITTEE SHALL SUBMIT THE CERTIFICATION AND
NOTIFY`THE DISTRICT THAT THE FACILITIES ARE READY FOR INSPECTION AND
APPROVAL. UPON APPROVAL OF THE COMPLETED SURFACE WATER MANAGEMENT SYSTEM,
THE PERMITTEE SHALL REQUEST TRANSFER OF THE PERMIT TO THE RESPONSIBLE
ENTITY APPROVED BY THE DISTRICT.
5 . ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS REQUIRED BY THE APPLICABLE
LOCAL GOVERNMENT FLOOD CRITERIA.
6 . ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE
APPLICABLE LOCAL GOVERNMENT.
7 OFF -SITE DISCHARGES DURING CONSTRUCTION AND DEVELOPMENT SHALL BE MADE ONLY
THROUGH THE FACILITIES AUTHORIZED BY THIS PERMIT. NO ROADWAY OR BUILDING
CONSTRUCTION SHALL COMMENCE ON -SITE UNTIL COMPLETION OF THE PERMITTED
DISCHARGE STRUCTURE AND DETENTION AREAS. WATER DISCHARGED FROM THE
PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM SUITABLE FOR
REGULATING UPSTREAM WATER STAGES. STAGES MAY BE SUBJECT TO OPERATING
SCHEDULES SATISFACTORY TO THE DISTRICT.
8 NO CONSTRUCTION AUTHORIZED HEREIN SHALL COMMENCE UNTIL A RESPONSIBLE
ENTITY ACCEPTABLE TO THE DISTRICT HAS BEEN ESTABLISHED AND HAS AGREED TO
9
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OPERATE AND MAINTAIN THE SYSTEM. THE ENTITY MUST BE PROVIDED WITH
SUFFICIENT OWNERSHIP SO THAT IT HAS CONTROL OVER ALL WATER MANAGEMENT
FACILITIES AUTHORIZED HEREIN. UPON RECEIPT OF WRITTEN EVIDENCE OF THE
SATISFACTION OF THIS CONDITION, THE DISTRICT WILL ISSUE AN AUTHORIZATION
TO COMMENCE CONSTRUCTION.
9 THE PERMIT DOES NOT CONVEY TO THE PERMITTEE ANY PROPERTY RIGHT NOR ANY
RIGHTS OR PRIVILEGES OTHER THAN THOSE SPECIFIED IN THE PERMIT AND CHAPTER
40E-4, FAC.
10. THE PERMITTEE SHALL HOLD AND SAVE THE DISTRICT HARMLESS FROM ANY AND ALL
DAMAGES, CLAIMS, OR LIABILITIES WHICH MAY ARISE BY REASON OF THE
CONSTRUCTION, OPERATION, MAINTENANCE OR USE OF ANY FACILITY AUTHORIZED BY
THE PERMIT.
11. THIS PERMIT IS ISSUED BASED ON THE APPLICANT'S SUBMITTED INFORMATION WHICH
REASONABLY DEMONSTRATES THAT ADVERSE OFF -SITE WATER RESOURCE RELATED
IMPACTS WILL NOT BE CAUSED BY THE COMPLETED PERMIT ACTIVITY. IT IS ALSO
THE REPONSIBILITY OF THE PERMITTEE TO INSURE THAT ADVERSE OFF -SITE WATER
RESOURCE IMPACTS DO NOT OCCUR DURING CONSTRUCTION.
12. PRIOR -TO DEWATERING, PLANS SHAL"E SUBMITTED TO THE DISTRICT FOR
APPROVAL. INFORMATION SHALL INCLUDE AS A MINIMUM: PUMP SIZES, LOCATIONS
AND HOURS OF OPERATION FOR EACH PUMP. IF OFF -SITE DISCHARGE IS PROPOSED,
OR OFF -SITE ADVERSE IMPACTS ARE EVIDENT, AN INDIVIDUAL WATER USE PERMIT
MAY BE REQUIRED. THE PERMITTEE IS CAUTIONED THAT SEVERAL MONTHS MAY BE
REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION.
10
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SPECIAL CONDITIONS
1 DISCHARGE FACILITIES:
1-1' WIDE BROAD CRESTED WEIR WITH CREST AT ELEV. 2.75' NGVD.
1-1' W X .25' H RECTANGULAR NOTCH WITH INVERT AT ELEV. 2.5' NGVD.
221 LF OF 2.5' WIDE X 1.58' HIGH ELLIPTICAL CULVERT.
RECEIVING BODY : SR-951 SWALE & MARCO SHORES PUD
CONTROL ELEV : 2.5 FEET NGVD.
2 . THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION,
SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR
OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM.
3 . MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION
AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER.
4 . THE DISTRICT RESERVES THE RIGHT_ -TO REQUIRE THAT ADDITIONAL WATER QUALITY
TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH
MEASURES ARE SHOWN TO BE NECESSARY.
5 LAKE SIDE SLOPES SHALL BE 4:1 (HORIZONTAL:VERTICAL) TO A DEPTH OF TWO FEET
BELOW THE CONTROL ELEVATION. SIDE SLOPES SHALL BE NURTURED OR PLANTED
FROM 2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE
GROWTH.
6 PRIOR TO THE INITIATION OF ANY WITHDRAWAL OF WATER (IRRIGATION,
DEWATERING, PUBLIC WATER SUPPLY, ETC.), IT WILL BE NECESSARY TO APPLY FOR
A WATER USE PERMIT. THE PERMITTEE IS CAUTIONED THAT A MINIMUM OF 90 DAYS
IS REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION. THE
PERMITTEE IS CAUTIONED THAT THE ISSUANCE OF A SURFACE WATER MANAGEMENT
PERMIT SHALL NOT BE CONSTRUED TO BE A GUARANTEE THAT WATER WILL BE
AVAILABLE.
7 FACILITIES OTHER THAN THOSE STATED HEREIN SHALL NOT BE CONSTRUCTED WITHOUT
AN APPROVED MODIFICATION OF THIS PERMIT.
8 . A BENCHMARK, EASILY ACCESSIBLE TO DISTRICT PERSONNEL, SHALL BE PROVIDED IN
THE VICINITY OF THE CONTROL STRUCTURE AT THE TIME IT IS CONSTRUCTED. A
DESCRIPTION SHALL BE PROVIDED TO THE DISTRICT WITH THE ENGINEERING
CERTIFICATION OF CONSTRUCTION COMPLETION.
9 PRIOR TO FEBRUARY 13, 1993, THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SHALL BE NOTIFIED BY THE PERMITTEE OR AUTHORIZED AGENT (VIA THE SUPPLIED
CONSTRUCTION COMMENCEMENT NOTICE OR EQUIVALENT) OF THE ACTUAL OR
ANTICIPATED CONSTRUCTION START DATE AND THE EXPECTED COMPLETION DATE/
DURATION.
11
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F°F�6
10. WHEN THE DURATION OF CONSTRUCTION EXCEEDS ONE YEAR, CONSTRUCTION STATUS
REPORTS SHALL BE SUBMITTED TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ON AN ANNUAL BASIS (VIA THE SUPPLIED ANNUAL STATUS REPORT OR EQUIVALENT)
BEGINNING ONE YEAR AFTER THE INITIAL COMMENCEMENT OF CONSTRUCTION DATE.
11. WITHIN 30 DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER
MANAGEMENT SYSTEM, THE PERMITTEE OR AUTHORIZED AGENT SHALL NOTIFY THE
SOUTH FLORIDA WATER MANAGEMENT DISTRICT OF THAT COMPLETION DATE AND SUBMIT
CERTIFICATION BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER THAT ALL
FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY
THE DISTRICT (VIA THE SUPPLIED CONSTRUCTION COMPLETION/CONSTRUCTION
CERTIFICATION OR EQUIVALENT). SUCH CERTIFICATION MAY CONSIST OF WORDING
IN PARAGRAPH 3.1.7 "CONSTRUCTION COMPLETION CERTIFICATION" OF THE CURRENT
BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN
THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT. IF THE CERTIFICATION
LANGUAGE USED IS DIFFERENT FROM THE SUGGESTED LANGUAGE, A SET OF RECORD
DRAWINGS CONSISTING OF ELEVATIONS, LOCATIONS AND DIMENSIONS OF COMPONENTS
OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL ALSO BE SUBMITTED.
12. OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE_- PRIOR TO TRANSFER OF TITLE FOR ANY
PORTION OF THE PROJECT TO A THIRD PARTY, MODIFICATION OF THE PERMIT WILL
BE REQUIRED TO VERIFY CONTINUED COMPLIANCE WITH LIMITING CONDITION NO. 8.
12
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R
T
H
PROJECT NAME: SOUTHWOODS PUD
PROJECT LOCATION: COLLIER COUNTY, S15/T51S/R26E
EXHIBIT 1
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STAFF REPORT DISTRIBUTION LIST
PROJECT: SOUTHWOODS PUD
APPLICATION NUMBER: 920806-4
INTERNAL DISTRIBUTION
Reviewer:
X Donald L. Barselou. E.I.
X Karen M. Johnson
X Clyde G. Dabbs, Jr., P.G.
X Deborah L. Goss
X T. Bates
X B. Colavecchio
X M. Cruz
X J. Golden
X J. Marshall
X R. Mireau
X P. Rhoads
X B. Robson
X R. Rogers
M. Slayton
D. Thatcher
W. Van Voorhess
P. Walker - Comp Plan Div
X K. Wallace
X A. Waterhouse
X Area Engineer
X Day File
X Enforcement
X Field Representative
X Office of Counsel
X Permit File
GOVERNING BOARD MEMBERS
Mr. Ken Adams
Ms. Annie Betancourt
Ms. Valerie Boyd
Mr. Franklin Mann
Mr. Allan Milledge
Mr. James E. Nall
Mr. Eugene K. Pettis
X Ms. Leah Schad
Mr. Frank Williamson, Jr.
DEPT. OF ENVIRONMENTAL REGULATION
X Ft. Myers
EXTERNAL DISTRIBUTION
X Owner:
CHRISTIANSEN WILBUR M & DANCA GARY L
TRUSTEES
X Applicant:
CHRISTIANSEN WILBUR & DANCA GARY,
TRUSTEES OF WMBS&P TRUST
X Applicant's Consultant:
WILSON MILLER BARTON & PEEK INC
X Engineer, County of:
COLLIER
Engineer, City of:
Local Drainage District:
COUNTY
X Collier -Agricultural Agent
BUILDING AND ZONING
OTHER
X Dept of Natural Resources (K.Alvarez)
X Div of Recreation and Park - District 8
F.G.F.W.F.C.
Florida Audubon - Charles Lee
Port St. Lucie Planning Division
X S.W.F.R.P.C. - Glenn Heath
Sierra Club - Central Florida Group
EXHIBIT 5
U
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ADDRESSES
STAFF REPORT DISTRIBUTION LIST
Div of Recreation and Park - District 8
Fla Dept of Natural Resource
1843 S Tamiami Trail
Osprey, F1 34229
EXHIBIT 5
LAST DATE FOR GOVERNING BOARD
JANUARY 14, 1993
SURFACE WATER
.- �..'St��:+7:�..:�SL.�:3�6rE1B�3LPi►1:f�:�.�ii��At&:::�:.':..':: :'�:....... _..t..�
I . ADM IN,_ i STRpIlVE
APPLICATION NUMBERt 920806-4
PROJECT NAMEt SOUTHWOOOS PUD
DEC 15 392
FT MYERS
LOCATION: COLLIER COUNTY'"
S15/TS1S/R26E
APPLICANT'S NAMEt CHRISTIANSEN WILBUR & DANCA GARY,
15. m4i., � 7
P k:F 044 E! W,4 s
:h IN. A CA u-4. W/
a +DNS c,0MM12 N I S
DON '
TRUSTEES OF WMBS&P TRUST
OWNERS NAME AND ADDRESS: CHRISTIANSEN WILBUR M & DANCA GARY L, TRUSTEES
WMBS&P TRUST
1383 AIRPORT ROAD
NORTH NAPLES, FL 33942
DEVELOPER: CHRISTIANSEN WILBUR & DANCA GARY, TRUSTEES OF WMBS&P TRUST
ENGINEERt WILSON MILLER BARTON & PEEK INC
PROJECT AREA: 101.3 acres DRAINAGE AREA: 92.3 acres
DISTRICT DRAINAGE BASIN: FAKAHATCHEE STRAND
RECEIVING BODY: MCILVANE BAY VIA SR-951 ROADSIDE SWALEOMAkCb ,5;tio /;6�.5
CLASSIFICATION: CLASS III
PURPOSE:
This application is a request for (A) Conceptual approval for a 57.4 acre
RESIDENTIAL, (recreational vehicle park) project and (8) Authorization for
Construction and Operation of a 34.9 acre surface water management system to
serve the 92.3 acre "build -out" RESIDENTIAL site, discharging to MCILVANE BAY
via SR-951 ROADSIDE SWALE. Ar'b �W/Wc&L su1a40,& wvvk / o
SNe� ,�/J�c-o�ixEi►l?,
1
A
G',oro(p 4
BACKGROUNDS
This site is part of a larger area (approximately 25,000 acres) which was
included in a settlement agreement entered into on July 20, 1982 between (A4
Deltona Corporation, (B) Florida Department of Environmental Regulation, C
South Florida Water Management District and (4) various other environmental
preservation ggroups and organizations. The Settlement Agreement has become
known as the Deltona Agreement. This project is located within the settlement
agreement area. Although this site is under new ownership, the terms of the
settlement agreement are binding as the agreement applies to the successors in
Interest. p►��u pa w C np orW 00 0,°°ou'�°s.
The existing site is composed mainly of and has not been
previously permitted by the SFWMD.
- . EXISTING FACILITIESt
The project 1s located in the north sector of section iS/T51S/R26E. The site
is bordered to the north by Silver Lakes PUD and to the south by Marco-ITtvrd54o445
PUD. The site is bordered on the west by SR-951 and an existing roadside
swate. To the east of the project is undeveloped lands.
o
OK
Onsite elevations vaF from 3.5' NGVD along the north property line to 2.5'
NGVD along the south line. An existing interceptor ditch located along the
southern property line collects runoff sheetflowing from the north and conveys
it west, to the SR-y5 eE2 f dee.yAwi e�is•+�v oac v6 s t_� LW&CB ro 7'e-
y.A,A,," rW �►NP7 w�Sf
PROPOSED FACILITIESt
The application is a request for Construction and Operation approval for
Phase -I development and Conceptual approval for the remaining build out
residential project.
PHASE -I:
Includes excavation of the 34.9 acre common detention area construction of
the surface water management system and installation of the single surface
water control structure.. Wet excavation operations will require the stock
piling of materials onsite. All onsite stock piling is contained within the
perimeter berm. In addition, Phase -I includes Conceptual approval over the
remaining 57.4 acre (residential) project area.
PHASE -II: 00
Following a permit modification, Pha -II will include construction of all
internal roadways, _ _ and residential & recreational areas. The
"build -out" surface water management system will serve 92.3 acres of the 101.3
acres of contiguously owned lands. Excluded from the surface water managementZ
area are 4.8 acres of cypress preserve and 4.2 acres of road/utility
easements.
The allowable discharge for the site was determined by consideration of
predeveloppment rates, the allowable discharge rate of 0.12 cfs/acre within the
nearby Collier County District-6, and 0.15 cfs/acre, as established by Collier
County Ordinance 90-10. The design discharge rate for the project will be
0.12 cfs/acre. Discharge will flow to SR-951 roadside swale which will convey
runoff to McIlvane bay. A
rAaL�p w Foo �,s7
BASIN INFORMATION:
WSWT Control
Area Elevation Elevation Method of
Basin Agrel (ft. NGVD) (ft. NGYD) Dee jnation
PHASE -I 92.30 2.50 2.50 WETLAND ELEVATION
/V�AILCa S�e�Lb1
C'a
DISCHARGE STRUCTURE INFORMATION:
Water duality StCYctur@s;.
Invert
8461n Ir Bleeder lype Dimenslonj (ft1eNGV0}
PHASE -I I RECTANGULAR NOTCH I' wide X .25' 2.50
high
Str. Crest Elev.
Basin Descriptign eft. NUQ
PHASE-1 1 1' wide X 2.17' high BROAD CRESTED weir 2.75
Str..
R], LV!L
ong, 2.5' wide X 1.58' high ELLIPTICAL
Str. Receiving
E-I I L SR-951 ROADSIDE
ko
•
•
III._ ROJ£CT EVALUATION
Discharge Rate:
As shown in the table below, the proposed project discharge is within the
allowable limit for the area.
Design Storm Frequency: 25YR-30AY Design Rainfall: 8.50 inches
Allow Design Design
Disch Method of Disch Stage
m in (cfs) peterm10Aijon Ws) -(ft. N0V
PHASE-1 13.85 PRE VS. POST 11.23 4.92
WATER QUALITY:
Water quality, 1" over the site, is provided. Adverse impacts are not
expected.
Vol Vol
Treatment Req'd. Prov'd
,�as1n Method lac-ft1 (ac-ft)
PHASE -I 34.9 acres WET DETENTION 7.69 7.70
ENVIRONMENTAL:
The project site contains pine flatwoods and cypress wetlands. Approximately
4.8 acres of cypress wetlands are located within the project.
The project site is located within the area approved for development under the
1982 Stipulation for Dismissal and Settlement Agreement with the Deltona
Corporation. The District was a party to this agreement. Under the Oeltona
Agreement, environmental impacts associated with development of lands covered
by the Agreement, cannot be addressed.
As proposed, the project includes excavation of a 34.9 acre lake and
construction of a surface water management system to serve a recreational
vehicle park. The proposed project is bordered by approved projects on the
north and south. Marco Shores Unit 30 has been constructed to the south of
this project, and construction is currently underway on Silver Lakes which is
located to the north.
The proposed project includes preservation of the 4.8 acre cypress wetland
located on the eastern property boundary. This wetland will be maintained
outside the limits of development and will continue to receive offsite flows,
Due to the constraints imposed by the conditions of the Jeltona Agreement,
staff cannot require that the applicant modify the project design to meet
4
current District criteria.
The proposed project will utilize control elevations consistent with those
established on the surrounding projects which also contain wetland areas.
The U.S. Army Corps of Engineers has previously issued a permit for this
_project pursuant to the Deltona Agreement,
WETLAND INVENTORY -NEW CONCEPTUAL - SOUTHWOODS PUD
Cypress Marsh Trans.
Mix forest Totals
Total
Wet. AC
4.8 0 0
0 4.8
Wet.
Preserved
4.8 0 0
0 4.8
Wet.
Impacted
0
0
Wet.
Disturbed
0
Wet.
Improved
0
Wet.
Created
0
Uplands
Wetlands
Other Compensation N/A
N/A -
SYSTEM OPERATIONt
Christiansen Wilbur M & Danca Gary L, Trustees Of Wilson, Miller, Barton, Sole
& Peek Trust
PROPOSED -LAND USE(S)t
Residential
Commercial
3
W
• •
WATER USE PERMIT STATUS:
A Water Use permit is not required for this project,
DRI STATUS:
This project falls below all DRI minimum.thresholds.-
SAVE OUR RIVERS:
The project is not within or adjacent to lands under consideration by the Save
Our Rivers program.
SWIM BASINi
The project is not within nor does it discharge directly to a
designated SWIM basin.
RIGHT-OF-WAY PERMIT STATUS:
A Right -of -Way Permit is not required for this project..
ENFORCEMENT ACTIVITY%
There has been no enforcement activity associated with this application.
THIRD PARTY INTEREST%
No third party has contacted the District with concerns about this
application.
WELL FIELD ZONE OF INFLUENCE:
The project is not located within the zone of influence of a wellfield,
PRIMARY ISSUES RESOLVED:
Wetland protection under the Deltona Agreement.
A
Ij(�PPLICABLE LAB AREA
OTHER area includes 51.4 acres of contiguously owned land and 4.2 acres of
roadway/utility easements not included in Phase -I construction.
PRESERVE 'area contains 4,8 acres of cypress preserve not included in Phase -I
construction.
TOTAL
TOTAL ACRES 101.3
WTRM ACREAGE 34.9
PRESERVED 4.8
OTHER 61.6
PREVIOUSLY
PERMIITED
1
THIS E11M
101.3 acres
34.9 acres
4.8 acres
61.6 acres
E
•
SPECIAL CONDITIONS
1 . DISCHARGE FACILITIES:
I-1' WIDE BROAD CRESTED WEIR WITH CREST AT ELEV. 2.75' NGVO.
1-I' W X .25' H RECTANGULAR NOTCH WITH INVERT AT ELEV. 2.5' NGVO.
221.LF OF 2.5'.WIDE X 1.58' HIGH ELLIPTICAL CULVERT.
RECEIVING BODY : SR-951 ROADSIDE SWALE1/14Q2to
CONTROL ELEV : 2.5 FEET NGVD.
2 THE PERMITTEE SHALL BE RESPONSIBLE FOR THE CORRECTION OF ANY EROSION,
SHOALING OR WATER QUALITY PROBLEMS THAT RESULT FROM THE CONSTRUCTION OR
OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM. - -
3 . MEASURES SHALL BE TAKEN DURING CONSTRUCTION TO INSURE THAT SEDIMENTATION
AND/OR TURBIDITY PROBLEMS ARE NOT CREATED IN THE RECEIVING WATER.
4 THE DISTRICT RESERVES THE RIGHT TO REQUIRE THAT ADDITIONAL WATER QUALITY
TREATMENT METHODS BE INCORPORATED INTO THE DRAINAGE SYSTEM IF SUCH
MEASURES ARE SHOWN TO BE NECESSARY,
5 LAKE SIDE SLOPES SHALL BE 4:1 (HORIZONTAL:VERTICAL) TO A DEPTH OF TWO FEET
BELOW THE CONTROL ELEVATION. SIDE SLOPES SHALL BE NURTURED OR PLANTED
FROM 2 FEET BELOW TO 1 FOOT ABOVE CONTROL ELEVATION TO INSURE VEGETATIVE
GROWTH.
6 PRIOR TO THE INITIATION OF ANY WITHDRAWAL OF WATER (IRRIGATION,
DEWATERING, PUBLIC WATER SUPPLY, ETC.), IT WILL BE NECESSARY TO APPLY FOR
A WATER USE PERMIT. THE PERMITTEE IS CAUTIONED THAT A MINIMUM OF 90 DAYS
IS REQUIRED FOR CONSIDERATION OF THE WATER USE PERMIT APPLICATION. THE
PERMITTEE IS CAUTIONED THAT THE ISSUANCE OF A SURFACE WATER MANAGEMENT
PERMIT SHALL NOT BE CONSTRUED TO BE A GUARANTEE THAT WATER WILL BE
AVAILABLE.
7 FACILITIES OTHER THAN THOSE STATED HEREIN SHALL NOT BE CONSTRUCTED WITHOUT
AN APPROVED MODIFICATION OF THIS PERMIT,
8 A BENCHMARK, EASILY ACCESSIBLE TO DISTRICT PERSONNEL, SHALL BE PROVIDED IN
THE VICINITY OF THE CONTROL STRUCTURE AT THE TIME IT IS CONSTRUCTED. A
DESCRIPTION SHALL BE PROVIDED TO THE DISTRICT WITH THE ENGINEERING
CERTIFICATION OF CONSTRUCTION COMPLETION.
9 PRIOR TO FEBRUARY 13, 1993, THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
SHALL BE NOTIFIED BY THE PERMITTEE OR AUTHORIZED AGENT (VIA THE SUPPLIED
CONSTRUCTION COMMENCEMENT NOTICE OR EQUIVALENT) OF THE ACTUAL OR
ANTICIPATED CONSTRUCTION START DATE AND THE EXPECTED COMPLETION DATE/
DURATION.
11
10. WHEN THE DURATION OF CONSTRUCTION EXCEEDS ONE YEAR, CONSTRUCTION STATUS
REPORTS SHALL BE SUBMITTED TO THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT
ON AN ANNUAL BASIS (VIA THE SUPPLIED ANNUAL STATUS REPORT OR EQUIVALENT)
BEGINNING ONE YEAR AFTER THE INITIAL COMMENCEMENT OF CONSTRUCTION DATE.
11. WITHIN 30.DAYS AFTER COMPLETION OF CONSTRUCTION OF THE SURFACE WATER
MANAGEMENT SYSTEM, THE PERMITTEE OR AUTHORIZED AGENT SHALL NOTIFY.THE
SOUTH FLORIDA WATER MANAGEMENT DISTRICT OF THAT COMPLETION DATE AND SUBMIT
CERTIFICATION BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER THAT ALL
FACILITIES HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE DESIGN APPROVED BY
THE DISTRICT (VIA THE SUPPLIED CONSTRUCTION COMPLETION/CONSTRUCTION
CERTIFICATION OR EQUIVALENT). SUCH CERTIFICATION MAY CONSIST OF WORDING
IN PARAGRAPH 3.1.7 "CONSTRUCTION COMPLETION CERTIFICATION" OF THE CURRENT
BASIS OF REVIEW FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN
THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT. IF THE CERTIFICATION
LANGUAGE USED IS DIFFERENT FROM THE SUGGESTED LANGUAGE, A SET OF RECORD
DRAWINGS CONSISTING OF ELEVATIONS, LOCATIONS AND DIMENSIONS OF COMPONENTS
OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL ALSO BE SUBMITTED.
12. OPERATION OF THE SURFACE WATER MANAGEMENT SYSTEM SHALL BE THE
RESPONSIBILITY OF THE PERMITTEE. PRIOR TO TRANSFER OF TITLE FOR ANY
PORTION OF THE PROJECT TO A THIRD PARTY, MODIFICATION OF THE PERMIT WILL
BE REQUIRED TO VERIFY CONTINUED COMPLIANCE WITH LIMITING CONDITION NO. 8
12
SOUTH FLORaA WATER MAWAGEMJVT DISTRICT
RC-lAAdMINISTRATIVE INFORM ION FOR
SURFACE WATER MANAGEMENT PERMIT APPLICATIONS
AND/OR WATER USE PERMIT APPLICATIONS
Furs UWSAUI
l . U1/90
GENERAL INFORMATION
i HIS 15 AN APPLICATION FOR (PLEASE CHECK APPROPRIATE BOXES):
A SURFACE WATER MANAGEMENT PERMIT A WATER USE PERMIT
JWNER > • -
APPLICANT (IF DIFFERENT FROM OWNER
NAME Wilbur M. Christiansen_& Gary L. Danca as_
trustees of the WMBS&P Sharing Plan.an& Trust
NAME
Same as owner.
4DDRESS _
3200 Bailey Lane_ •, S__ uite 200
ADDRESS
_ITY, STATE, ZIP
Naples, FL 33942
CITY, STATE. ZIP
-ELEPHONE ( 813) 649-4040
TELEPHONE ( )
PROJECT ENGINEER, CONSULTANT OR AGENT
PRE -APPLICATION MEETING
NAME OF FIRM
Wilson, Miller, Barton & Peek, Inc.
HAVE ANY PRE -APPLICATION MEETINGS Q YES
BEEN HELD WITH DISTRICT STAFF? QXANA4O�
Eml QloCJNT ROb ERSO Y . E .
DATE(S)
®R,.�
ADDRESS
3200 Bailey Lane, Suite 200
LOCATiONtS)
.�n O ;rJa
CITY, STATE, ZIP
Naples, FL 33942
NAME(5) OF KEY DISTRICT STAFF
TELEPHONE( 81 649-4040
31
Si U - ubiN �+ u`
NAME(S) Of PROJECT REPRESENTATIVE(5)
PROJECT INFORMATION
NAME (INCLUDING THE PHASES COVERED BY THIS APPLICATION)
TOTAL PROJECT ACREAGE, INCLUDING ALL PHASES: 101.3 PHASE AREAS (IF APPLICABLE): N/A
CITY, TOWN, OR VILLAGE (IF APPLICABLE) Naples COUNTY Collier
SECTION(S) OR GOVERNMENT LOT(S) 15 TOWNSHIP S1 S RANGE 26
SECTION(S) OR GOVERNMENT LOT(S) TOWNSHIP S RANGE E
SECTION(S) OR GOVERNMENT LOT(S) TOWNSHIP S RANGE
)(• SURFACE WATER MANAGEMENT
FORM OF PERMIT (PLEASE CHECK ONLY ONE BOX)
D A NEW INDIVIDUAL PERMIT, PURSUANT TO RULE A NEW GENERAL PERMIT, PURSUANT TO
40E-4, FLORIDA ADMINISTRATIVE CODE (F.A..C.) RULE 40E-40, F.A.C.
r1 A MODIFICATION OF EXISTING A MODIFICATION OF EXISTING
t� INDIVIDUAL PERMIT NO.
GENERAL PERMIT NO.
DESCRIBE IN GENERAL TERMS THE REQUESTED CHANGE(S) OR NEW WORK(S)
i
' SOUTH FLCODA WATER MANAGEANT DISTRICT
Form 0"3-ool
j Ul/90
P.O. Box 24680
3301 Gun Club Road
West Palm Beach, FL 33416-4680
Telephone (407) 686-8800
Florida WATS 1-800-432-2045
-.-..SURFACE WATER MANAGEMENT
__PERMIT APPLICATIONS AND/OR
WATER USE PERMIT APPLICATIONS
INSTRUCTIONS
RELEVANT SECTIONS AND FORMS
In order to ensure efficient processing of your application, please provide the administrative information requested in RC-1 A.
Applicants for a surface water management permit m ust complete sections 1, II and IV of RC-1 A and all of RC-1 S. Applicants for a water
use permit must complete sections I,111 and IV of RC-1A and all of RC-1 W. If any of the proposed project is agricultural in nature, or if
the project is in a Reduced Threshold Area (see Rule 40E-20.302 Florida Administrative Code), surface water management and water
use permit applications must be processed concurrently.
SIGNATURE AND FEE
All applicants (or their authorized agents) must sign the application form in Section IV 'Certification.' No application for which a fee
is required shall be considered filed until the appropriate application fee is submitted.
NUMBER OF COPIES
If you are applying for a conceptual approval concurrent with a Development of Regional Impact Application for Development
Approval, please submit one completed copy of RC-1A, and eight copies of all other completed forms and items. for all other
applications, please submit one completed copy of RC-1 A and six copies of all other completed forms and items.
GUIDANCE
Please utilize the booklets titled "Guidance for Preparing an Application for a Surface Water Management Permit" and "Guidance for
Preparing an Application for a Water Use Permit' to fill in all material which relates to the proposed project. Please refer to the item
numbers to identify supporting material that is attached to the Form. If you have questions, please discuss your application with
District staff prior to submittal.
AUTHORITY TO REQUIRE INFORMATION
Rules 40E-2.101, 40E.20.112, 40E.4.101 and 40E-40:112, Florida Administrative Code, specify information requirements to constitute a
complete permit application.
GOVERNING BOARD ACTIONS
Applications for individual surface water management and/or water use permits will require District Governing Board action. Requests
for modification of surface water management permits issued before December 1, 1982, may require District Governing Board action
If you have questions, please discuss your application with District staff prior to submittal.
OTHER PERMITS FROM THIS DISTRICT
Applicants who propose projects which involve utilization of District works or land must also submit Form 0122 "Application to the
South Florida Water Management District for Authority to Utilize works or Land of the District."
APPROVALS BY OTHER AGENCIES
The proposed projects may also require approval by other state and federal agencies. SFWMD informs other agencies of permit
applications received, but the responsibility for requesting approval from other agencies rests with the owner.
MANAGEMENT (CRWINUED
st;,
Forte 06e5-A09
,E OF PERMIT (PLEASE CHECK AT LEAST ONE BOX)
® CONCEPTUAL APPROVAL OF A SURFACE WATER MANAGEMENT SYSTEM WHICH WILL
SERVE THE ENTIRE 1 O 1 . 3 - ACRE SITE. (PLEASE FILL IN THE ACREAGE OF YOUR ENTIRE PROJECT.)
❑ CONSTRUCTION AND OPERATION OF A SURFACE WATER MANAGEMENT SYSTEM WHICH WILL
SERVE THE ENTIRE - ACRE SITE. (PLEASE FILL IN THE ACREAGE OF YOUR ENTIRE PROJECT.)
71 *PHASES OF THE SITE: CONSTRUCTION AND OPERATION OF A SURFACE WATER MANAGEMENT SYSTEM WHICH WILL SERVE ACR
(PLEASE FILL IN THE ACREAGE Of THE'PART OF YOUR PROJECT FOR WHICH A CONSTRUCTION AND OPERATION PERMIT IS SOUGHT_) OF THE ENTI
- ACRE SITE. (PLEASE FILL IN THE ACREAGE OF YOUR ENTIRE PROJECT.)
OPERATION OF AN EXISTING SURFACE WATER MANAGEMENT SYSTEM WHICH SERVES THE ENTIRE ACRE SITE. (PLEASE FILL IN '
ACREAGE OF YOUR ENTIRE PROJECT.)
•PHASES OF THE SITE: OPERATION OF AN EXISTING SURFACE WATER MANAGEMENT SYSTEM WHICH SERVES ACRES (PLEASE FILL
THE ACREAGE OF THE PART OF YOUR PROJECT FOR WHICH AN OPERATION PERMIT IS SOUGHT.) OF THE ENTIRE - ACRE SITE.
(PLEASE FILL IN THE ACREAGE OF YOUR ENTIRE PROJECT )
.IF THIS IS THE CASE, YOU MUST ALSO USE THIS FORM TO APPLY FOR OTHER TYPES OF PERMITS FOR THE REST OF THE SITE, TO ASSURE THAT THE
ENTIRE SITE IS COVERED BY THIS APPLICATION.
III• WATER USE
fORM OF PERMIT (PLEASE CHECK ONLY ONE BOX):
A NEW INDIVIDUAL PERMIT PURSUANT TO RULE
❑ A NEW GENERAL PERMIT, PURSUANT TO RULE
40E-2.101, FLORIDA ADMINISTRATIVE CODE (F.A.C.)
40E-20, F.A.C.
A MODIFICATION OF EXISTING PERMIT NO.
❑ RENEWAL OF EXISTING PERMIT NO.
CHE PURPOSE OF THIS REQUEST:
PE OF PERMIT (PLEASE CHECK AT LEAST ONE BOX):
❑ AGRICULTURAL IRRIGATION ❑ LANDSCAPING IRRIGATION ❑ GOLF COURSE IRRIGATION
❑ PUBLIC WATER SUPPLY ❑ M INING/DEWATE RING ❑ INOUSTRIAUCOMMERCIAL
❑ RECREATIONAL ❑ AQUACULTURE ❑ OTHER (PLEASE DESCRIBE)
SOURCE OF WATER (PLEASE CHECK AT LEAST ONE BOX):
SURFACE WATER FROM THE FOLLOWING WATER BODY(IES):
❑ ON -SITE RETENTION POND(S) OR LAKE(S) ❑ ADJACENT LAKE, CANAL, RIVER, OR CREEK:
(NAME)
GROUNDWATER FROM THE FOLLOWING NAMED AQUIFER(S) (PLEASE INDICATE, FOR EACH AQUIFER, WHETHER IT IS SHALLOW OR DEEP):
IV. CERTIFICATION
FOR DISTRICT
USE ONLY
hereby certify that, to the best of my knowledge, the total project acreage listed above is owned or controlled by
me and encompasses the project referenced in this permit application. in addition, 1 agree to provide entry to the
project site toe South Florida Water Management Oistrict inspectors with proper identification or documents as
ed 6 U
4 ]Oa
required by law for the purpose of making preliminary analyses of the site. Further. I agree to provide entry to the
P P LI CATI O N NUMBER
{J
/o a
roject sit. f such in rs o man' r per itted work it a permit is granted.
FEE REQUIRED
3//�
z Z --2 Z
FEE PAID
RECEIPT NUMBER
nature (if not to o ner, ettity below► Gate
ereby rfy the m u iz agentoftheowner:zzuel
Li
/ uat.-
South Florida Water Management District
Me s� Fort Myers Service Center • 2301 McGregor Boulevard - Fort Myers, FL 33901
(941) 338-2929 • Fax (941) 338-2936 • 1-800-248-1201 • Suncom 748-2929
CON 24-06
May 6, 1998
Wilbur M. Christiansen, Gary L. Danca, Trustees
WMBS&P Trust
1383 Airport Road
Naples, FL 33942
Dear Sir:
Subject: Construction Completion/ConstructionCertification
Application Number920806-4, Surface Water Permit Number 11-01051-S
Southwoods PUD, Phase I, Collier County,
Section 15, Township 51 South, Range 26 East
This letter is to acknowledge receipt of your consulting engineer's Construction Completion/Construction
Certification and the record drawings pertaining to the subject parcel's surface water management system.
District staff has reviewed the submitted information and it has been incorporated into the permit file.
Per the referenced certification, our staff now considers the surface water management system for this
phase constructed in conformance with the permit. This satisfies the applicable conditions of the surface
water management permit, dealing with the engineer's certification requirements.
Should you have any questions, please contact Ms. Marti Gast, Staff Administrative Resources Associate,
at (941) 338-2929.
Sincerely,
,&,av a1 • IV4
Gerald N. Kurtz
Staff Civil Engineer
c: Thomas R. Peek, P.E.
Clyde Fugate, Collier County Compliance
GNK/mg
Governing Board.
Frank Williamson, Jr., Chairman
Eugene K. Pettis, Vice Chairman
Mitchell W. Berger
Vera M. Carter Richard A. Machek Samuel E. Poole III, Executive Director
William E. Graham Michael D. Minton Michael Slayton, Deputy Executive Director
William Hammond Miriam Singer
District Headquarters • 3301 Gun Club Road, P.O. Box 24680, West Palm Beach, FL 33416-4680 • (407) 686-8800, FL WATS 1-800-432-2045
FORM 0543 •
10/8 7
Request for Final Inspection
Field Engineering Division
Date 5- 2 ci
Final Inspection Requested By: —rl1ovv 5 10
County: (�o t I re r Section(s) 15- Twp. .-I Rge. 2(p
Project Name: .Sou+�\ to-601 S PUL-) se. -
Permit No.. (I —01 U5 ! " S App1 ; r-,r;an '32-0906 4
Project Engineer:yi1 �SOI., ley -
Certification Letter Received? Yes ✓ No
"As -Built" Drawings Received? Yes No
Area Engineer: J .vw {Z Field Representative
Date of Final Inspection:
Final Inspection Report
OIL L, S, �,✓ )pc_ .,Qe- cccc ►)—I—X
MCC-4- La
(eW�cilhl-,� �iVitseS -'U 6 c-p,,44(. e� c IlQ �' 1 f
03 l - -L
South Florida Water Management District
Field Inspection Report
Form #0145
Rev. "3
Peemit/Appl. # Date
Project Name P.Q.[►1� �� L64 e �® �X W ®®dblime
Inspector ��, dUo��Q Location 5 2 2.-s!
Type of Work or Construction
Contractor or Owner W m (.3 '5 ) tz'" $�
Remarks rl.
,N s 4.d1&A1 �S
r_
rS b!
En
L
0,Ta
PLANNERS, ENVIRONMENTAL CONSULTANTS, ENGINEERS,
SURVEYORS, LANDSCAPE ARCHITECTS, CONSTRUCTION MANAGERS
May 27, 1997
Mr. Gerald Kurtz
Area Engineer (Collier County)
South Florida Water Management District
6167 Janes Lane
Naples, Florida 34109
SUBJECT: Southwoods PUD (11-01051-5)
Completion Certification
Dear Mr. Kurtz:
Please accept this letter as representation that in our professional judgment and to the best of our
knowledge and belief the construction of the stormwater management system for the subject project
was constructed and has been completed in substantial accordance with the plans prepared by this
office, WMB&P, Inc. Drawing File No. EW-255, which were approved by Collier County and
South Florida Water Management District.
Enclosed is an executed construction completion certification form, record drawings, and a copy of
the original permit for the subject project. If you should need additional information, please do not
hesitate to contact Kevin Leadbetter at our office.
Sincerely,
WILSON, MILLER, BARTON & PEEK; INC.
0 Y, , �� Z'
Thomas R. Peek, P.E., P.S.M.
President
encl.
cc: Steve Means, WMB&P,Inc., w/o enclosures
Kevin Leadbetter, WMB&P, Inc., w/o enclosures REC�f���
MAY 2 9 1997
BIG CYPRESS BASIN
SFViiMD, NAPLES
WILSON, MILLER, BARTON & PEEK, INC.
3200 Bailey Lane, Suite 200, Naples, Florida 34105-8507 • Ph 94I-649-4040 Fx 941-643-5716
05/27/97 - W-02370006.DOC Web Site: www.witsonniiller.com E-mail: naples®wilsonmiller.com
N0237-002-000-ESBM
Naples Fort Myers Sarasota Bradenton
CONSTRUCTION COMPLETION/CONSTRUCTION CERTIFICATION
TO: Mr. Gerald Kurtz
Area Engineer (Collier County)
South Florida Water Management District
6167 Janes Lane
Naples, Florida 33942
4
SUBJECT: Permit Number: 11-01051-S
Application Number: 920806-4
Project Name: Southwoods PUD Phase: I
Location: Collier County 15 T 51S R 26E
To the best of our knowledge and belief, the subject surface water management system has been designed, constructed and completed as follows:
Completion Date: --December 17 1996
Month Day Year
Discharge Structure: Permitted Existing
Weir Width L8, Crest 2.75 ft.. NGVD Width 1. ft. Crest :2.65 ft. NGVD
Bleeder Dimensions 1' W x .25' H Invert 2.50 ft. NGVD Dimensions 1' W x .25' H Invert 2.40 ft. NGVD
Retention/Detention Area: Wet Detention
(if applicable)
ID Phase I ID
Size 33.8 Acres Size
Side Side
Slopes 4.4:1 Slopes
(H:V)
ID ID
Size Size
Side
Slopes
(H:V)
(H:V)
Side
Slopes,
(H: V)
Please indicate the location of the appropriate bench mark(s) that were used to determine the above information on the record drawings (Reference
Florida Administrative Code (F.A.C.) 40E-4.381 (2) (k) Appendix 1, Lb). All elevations should be according to National Geodetic Verticle Datum
(NGVD) (Reference 2.8 of the Basis of Review - B.O.R.). See Sheet 1 of 3, WMB&P Dwg. File No. EW-255
I HEREBY NOTIFY THE DISTRICT OF THE COMPLETION OF ALL THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES FOR THE ABOVE
REFERENCED PROJECT AND CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF, IN OUR PROFESSIONAL OPINION, THE SURFACE WATER
MANAGEMENT FACILITIES FOR THE ABOVE REFERENCED PROJECT HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND
SPECIFICATIONS PERMITTED BY THE DISTRICT. A COPY OF THE APPROVED PERMIT DRAWINGS IS ATTACHED WITH DEVIATIONS NOTED, IF APPLICABLE.) I
HEREBY AFFIX MY SEAL THIS iy DAY OF 1,4A ( 19_'Z (REFERENCE 373.117, 373.419, F.S.)
The use of the word "certify" or "certification" constitutes an expression of professional opinion regarding those factss or findings which are the subject
of the certification, and does not constitute a warranty or guarantee, either expressed 7zv���//�:�-�_-'
Engineer's Signature and Seal
Thomas R. Peek, P.E., P.S.M.
Thomas R Peek
Name (Please Print) Fla. Reg. No.
Wilson, Miller, Barton & Peek, Inc.
05127/97- W-02370006.DOC REF: B.O.R./F.A.C. References added4/91
N0237-002-000-ESBM WMB&P Mod. 5/28/91
CONSTRUCTION COMPLETION/CONSTRUCTION CERTIFICATION
TO: Mr. Gerald Kurtz
Area Engineer (Collier County)
South Florida Water Management District
6167 Janes Lane
Naples, Florida 33942
SUBJECT: Permit Number: 11-01051-S
Application Number: 920806-4
Project Name: Southwoods PUD Phase: I
Location: Collier County 5 15 T 51S R 26E
To the best of our knowledge and belief, the subject surface water management system has been designed, constructed and completed as follows:
Completion Date: --December 17 1996
Month Day Year
Discharge Structure: Permitted Existing
Weir Width 11, Crest 2.75 ft.. NGVD Width 1 ft. Crest 2.65 ft. NGVD
Bleeder Dimensions F W x .25' H Invert 2.50 ft. NGVD Dimensions 1' W x .25' H Invert 2.40 ft. NGVD
Retention/Detention Area: Wet Detention
(if applicable)
ID Phase I ID ID ID
Size 33.8 Acres Size Size Size
Side Side
Slopes 4.4:1 Slopes
(H:V)
Side
Slopes
(H:V)
(H:V)
Side
Slopes
(H:V)
Please indicate the location of the appropriate bench mark(s) that were used to determine the above information on the record drawings (Reference
Florida Administrative Code (F.A.C.) 40E-4.381 (2) (k) Appendix 1, Lb). All elevations should be according to National Geodetic Verticle Datum
(NGVD) (Reference 2.8 of the Basis of Review - B.O.R.). See Sheet 1 of 3, WMB&P Dwg. File No. EW-255
I HEREBY NOTIFY THE DISTRICT OF THE COMPLETION OF ALL THE COMPONENTS OF THE SURFACE WATER MANAGEMENT FACILITIES FOR THE ABOVE
REFERENCED PROJECT AND CERTIFY THAT TO THE BEST OF OUR KNOWLEDGE AND BELIEF, IN OUR PROFESSIONAL OPINION, THE SURFACE WATER
MANAGEMENT FACILITIES FOR THE ABOVE REFERENCED PROJECT HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE PLANS AND
SPECIFICATIONS PERMITTED BY THE DISTRICT. A COPY OF THE APPROVED PERMIT DRAWINGS IS ATTACHED WITH DEVIATIONS NOTED, IF APPLICABLE.) I
HEREBY AFFIX MY SEAL THIS DAY OF � 19�2 (REFERENCE 373.117, 373.419, F.S.)
The use of the word "certify" or "certification" constitutes an expression of professional opinion regarding those facts; or.firidings:which:art;the subject
of the certification, and does not constitute a warranty or guarantee, either expressed
Engineer's Signature and Seal V,
Thomas R. Peek, P.E., P.S.M.
•JA • VPJ
Thomas R. Peek
Name (Please Print) Fla. Reg. No.
Wilson, Miller, Barton & Peek, Inc.
05/27/97 - W-02370006.DOC REF: B.O.R./F.A.C. References added 4/91
N0237-002-000-ESBM WMB&P Mod. 5/28/91
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SFWMD CHECKLIST AND RESPONSES
THE FOLLOWING RESPONSES ARE PROVIDED IN THE SAME ORDER AS
REQUESTED IN THE CHECKLIST.
SECTION I: SITE INFORMATION
A. ITEM I-1 - LOCATION SKETCH
See Appendix 'A'.
B. ITEM I-2 - AERIAL PHOTOGRAPH
See Appendix 'B'.
C. ITEM I-3 - DESCRIPTION OF EXISTING VEGETATION
The site vegetation consists mainly of pine flatwoods, palmettos, cabbage palms, wax
myrtles and exotics.
D. ITEM I-4 - DESCRIPTION OF WETLAND AREA PRESERVATION
TECHNIQUES
Increase hydroperiod by routing off -site run-off through wetland.
Avoidance of cypress preserve in development plan.
E. ITEM I-5 - WETLAND CONTROL ELEVATION
Wetland Control Elevation Table
2.5 NGVD
PROJECT DESCRIPTION AND ANY STAFF GUIDANCE:
Not applicable
F. ITEM I-6 - OTHER PERTINENT SITE INFORMATION
No other pertinent site information is included in this section.
[END SECTION I]
MOW SUBMITTAL
A U6 p 6 %�2
9/5/92-02370001.BKY
1
0�
0
SECTION H: PROTECT INFORMATION
A. ITEM HI 1A - PROJECT DESCRIPTION
Southwoods is a proposed 101.3 acre Planned Unit Development (PUD) located in Section
15, Township 51 South, Range 26 East, Collier County, Florida. The project is presently
zoned RSF-1. The final phase of the project will consist of a travel trailer and recreational
vehicle sites along with a clubhouse facility. The first phase of the project will consist of
a commercial borrow pit operation which will construct the development lake, place fill and
export fill off -site.
A. ITEM H-2A - PROJECT DESCRIPTION AND ANY STAFF GUIDANCE
Not Applicable
B. ITEM H-2 - TOPOGRAPHIC MAP
See Appendix 'B'.
C. ITEM H-3 - DRAINAGE MAP
See Appendix 'B'.
D. ITEM II4A - BASIN WATER TABLE ELEVATION
BASIN WATER TABLE ELEVATION TABLE
BASIN WSWT (FT-NGVD) COMMENTS
#1 2.5 Settlement Agreement Conceptual Plan Control
Elevation.
D. ITEM H-4B - DESCRIPTION OF THE METHOD USED TO DETERMINE THE
WET SEASON WATER TABLE ELEVATION.
The estimated wet season water table elevation is consistent with settlement agreement
engineering design criteria.
D. ITEM H-5 - DESCRIPTION OF ANY -WATER RESOURCE RELATED
SYSTEMS AFFECTED BY THE PROPOSED PROJECT.
No water resource related systems are affected by the proposed project.
8/5/92-02370001.BKY
Fa
SECTION IV: SURFACE WATER MANAGEMENT ANALYSIS
A. ITEM IV-1 - DESCRIPTION OF EXISTING FACILITIES
The historic drainage pattern followed a northeast to southwest direction. Under existing
conditions, an east -west drainage ditch ends at the northeast corner of the property and spills
over onto the site when full, flowing to the southwest. An interceptor ditch has been
constructed along the entire south property line in the championship Drive R-O-W and in
a 20-foot easement. This ditch collects run-off from the north and conveys it to cross -drains
underneath Championship Drive. From here, run-off resumes its southwesterly sheetflow
generally discharging to CR 951 ditch and wetlands to the south.
A. ITEM IV-2 - DESCRIPTION OF PREVIOUSLY APPROVED/PERMITTED
FACILITIES
There are no previously approved or permitted facilities located on -site.
A. ITEM IV-3 - DESCRIPTION OF PROPOSED FACILITIES FOR THE ENTIRE
PROJECT
To conform with the Settlement Agreement, two factors are key to the water management
design. First, post -development discharge shall not exceed pre -development rates for the
25-year/3-day storm of 12.2 inches. Second, off -site drainage entering a development area
must be collected and conveyed via systems that are independent or isolated from the internal
drainage systems. Off -site drainage systems and internal drainage systems may share
spreader waterway outfalls.
A berm along the north property line will divert around the site the off -site flow that
presently enters the site from the north. A Swale will be constructed along the east property
line that diverts run-off around the east side of the site to the interceptor ditch located along
the south property line. The diverted run-off will ultimately discharge through cross -drains
underneath Championship Drive and flow southwesterly as it did prior to development.
Of the 101.3 acres, 92.3 ± acres constitute the water management basin. Excluded are 4.8
acres of cypress preserve and 4.2 acres of road/utility easements which are located outside
of the water management isolation berm. The entire water management basin drains to a
34.9-acre± detention area, which discharges to the south via a control structure that is set
at 2.5 NGVD. This control elevation equals the permitted control elevation of the Marion
golf course development immediately south of Southwoods. The peak 25-year stage is 4.92
NGVD, and the peak 25-year discharge rate is 11.23 CFS. The 100-year stage is 5.40
NGVD.
8/5/92-02370001.BKY 6
A. ITEM IV-4 - DESCRIPTION OF PROPOSED FACILITIES FOR INITIAL
CONSTRUCTION PERMIT
The final construction phase will consist of the development lake, berms and control
structure as part of a commercial excavation pit operations. The initial construction phase
will complete the "backbone" water management system for the development. We are
requesting conceptual approval for the travel trailer portion of the project. See Item IV-3.
A. ITEM IV-5 - TABLE OF EXFILTRATION TRENCHES
No exfiltration trenches are incorporated in the proposed design.
A. ITEM IV-6 - DESCRIPTION OF PERCOLATION TESTS
No exfiltration trenches are incorporated in the proposed design; therefore no percolation
tests were done.
A. ITEM IV-7 - LENGTH OF EXFILTRATION TRENCH (EXFILTRATION
TRENCH CALCULATIONS)
No exfiltration trenches are incorporated in the proposed design.
A_'Ri
aej�,: I.TCC.
-
8/5/92-02370001.BKY 7
SOUTHWOODS PUD
LOCATION MAP
SCALE: ! "= 2000 ''IRIPINALSUMPTAL
"®
yy S - ee c
GSouth Florida Water Man ent District
P O. Box 24680, West Palr h, FL 33416-4680 Is
Re, I B7
anv. t 87
Notice of Intent to Conduct Pre-Permito ,L�U6f'AITTAL
iChapter40E-40, Florida Administrative Co e)
Applicant's Name: WILBUR M. CBIiISTIANSEN, JR. & GARY L. DANCA AS TRUSTEWV SAP PROFIT
Property Owner's Name: qAMgr
Applicant/Authorized Agent: EMILIO J. ROBAU, P. E- , WILSON, MILLER, BARTON & PEER, INC.
Mailing Address: 3200 BAILEY LANE, *.-SUITE 200
City NAPLES
State FL
Zip
33942
Phone( 813 ) 649-4040
Surface Water Management Permit Application Number 920806-4 Date of Application OCIOM 1
Surface Water Management Permit Number (for Mods) N/A a
Project Name SOUTHWOODS TTRU/COM ERCIAL EXCAVATION
Project Location: City 6 MILES N. MARCO ISLAND, FL County
Section(s) 15 Township(s)
COLLIER
51 SOUTH
Site Activities to be Authorized with Drawings (if different from appication submission)
FROM SUBMISSION
Brief Statement of Reasons for this Request
ARMY CORP DER PERMIT.
Range(s) 26 EAST
ACTIVITIES NOT DIFFERENT
NEED TO START EXCAVATION ASAP TO VEST PROJECT UNDER CURRENT
Brief Statement of Specific Work to be Conducted EXCAVATION EARTHWORK
Date of Commencement ASAP Date of Completion SEPTEMBER 13, 1992
FILLING OPERATION COMPLETE
Brief Statement of Facts Which Show Why the Proposed Activities Qualify for a General Permit:
I HEREBY CERTIFY THAT:
1. All Necessary Federal, State, Local and Special District Authorizations have been Received;
2. These Activities will not Cause Any Off -Site Water Resource Impacts;
3. These Activities will not Cause any Adverse Water Resource Related Quantity, Quality or Environmental Impacts;
ENVIRONMENTAL IMPACTS;
4. There are No Known Water Resource Related Concerns Associated with the Project; and
S. The Limiting Conditions Speyfied �n Rule 40E-40.381, F.A.C. will be Satisfied.
Applicant's Signature _,
Name EMIILIO J.
P.E.
(IF NOT THE OWNER, CERTIFY BELOW)
I HEREBY CERTIFY THAT 1 AM%W AUTHORIZED AGENT OF THE OWNER
Signature
Date 12— /I — °1 ?—
Title PROJECT ENGINEER
Date /L-11 9 2.
NOTE: './
1. Include a recent aerial of sufficient clarity and scale to recognize land type (if different from application submission), and
2. Voluntary publication of the Notice of intent purusantto Rule 40E-1.606(3)(b), must provide the information as set forth in Rule 40_
and occur within seven days of submission to the District, if at all. Once received, proof of publication must be submited to the District.
q -J6Q,f ,
r.:
WILS , MILLER, BARTON PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects, Environmental Consultants & Construction Managers
Wilson Professional Center, Suite 200, 3200 Bailey Lane at Airport Road, Naples, Florida 33942 • (813) 6494040 Fax (813) 643-5716
December 11, 1992
ORIGINAL UU41TTAL
_ Mr. Don Barcelo DEC 15 1
South Florida Water Management District
1342 Colonial Blvd. FT MYERS
Unit 18
Fort Myers, FL 33907
Dear Don:
Please find enclosed a copy of the preliminary staff report you provided via fax to this office
on December 8, 1992. I have reviewed the report and made some minor comments.
The most significant comment concerns the outfall route. The Marco Shores PUD should be
listed as the primary outfall with the secondary outfall being the SR951 roadside Swale. The
settlement agreement documents and Marco Shores PUS Master Water Management Plan
provides for an outfall route through the Marco Shores project.
Also, please find enclosed an application for early work, and the required $140.00 review fee.
Please process the Early Work Application as soon as possible.
If you have any questions or need additional information, please feel free to call.
Sincerely,
WILSON, MILLER, BARTON & PEEK, INC.
Z�� llzge--
Emilio J. Robau, P.E.
Enclosure
12/10/92-02370003.DEN
Naples Fort Mvers Sarasota
(813)649-4040 (813)939-1020 (813)371-3690
Fax (813)643-5716 Fax (813) 939-7479 Fax (813)377-9852
ai 'lgMf -'(J
Lakeland
(813)648-1477
Fax (813) 644-0835
South Florida Water Management District
Fort Myers Area Office:
1342 Colonial Blvd., Suite 81 • Fort Myers, FL 53907 0 (813) 278-SFWM • 1-800-248-1201 • FAX (813) 278-7310
CON 24-06
Regulation Department
Application No.: 920806-4
December 17, 1992
Christiansen Wilbur M Jr & Danka Gary L As Trustee
WMBS & P Trust
1383 Airport Road
Naples, FL 33942
Dear Permittee:
SUBJECT: Notice of Intent for Pre -Permit Work
Application No. : 920806-4
Project : SOUTHWOODS PUD
Location : Collier County, S15/T51S/R26E
This letter -is to notify you of the District's agency action concerning your Notice
of Intent to Conduct Pre -Permit Work. This action is taken pursuant to Rule 40E-
1.606 and Chapter 40E-40, Florida Administrative Code.
Based on the information provided, District rules have been adhered to and a General
Permit is in effect for
earthwork and site excavation.
Subject to:
1. Not receiving a timely filed request for a Chapter 120,, Florida Statutes,
administrative hearing, and
2. the enclosed 10 Pre -Permit Work Limiting Conditions.
Should you object to these Conditions, please refer to the attached "Notice of
Rights" which addresses the procedures to be followed if you desire a public hearing
or other review to the proposed agency action.
Please contact this office if you have any questions concerning this matter. If we
do not hear from you prior to the date specified in the "Notice of Rights", we will
assume that you concur with the District's recommendation.
Governing Board
Allan Miiledge, Chairman - Miami James E. Nall - Fort Lauderdale Leah G. Schad - West Palm Beach Tiiford C. Creel, Executive Director
Valerie Boyd, Vice Chairman - Naples Annie Betancourt=Miami Frank Williamson, Jr. -Okeechobee Thomas K.MacVicar,Deputy Executive Director
Ken Adams - West Palm Beach Franklin B. Mann - Fort Myers Eugene K. Pettis - Fort Lauderdale
District headquarters, 3301 Gun Club Road 0 P.O. Box 24680 • West Palm Beach, FL 3MI6-4680 • (407) 6W-8800 0 Florida WATS 1-800-432-2045
SOUTHWOODS PUD
Subject: Notice of Intent for Pre -Permit Work
December 17, 1992
Page 2
CERTIFICATE OF SERVICE
I HEREBY CERTIFY that a "Notice of Rights" has been mailed to the addressee not
later than 5:00 p.m. this 17th day of December, 1992, in accordance with Section
120.60(3), Florida Statutes.
Sincerely,
Benjamin C. Pratt, P.E.
Assistant to the Director
Surface Water Management Division
Fort Myers Area Office
BCP/db
Enclosures
CERTIFIED MAIL NO. P 405 537 891
c: DER
D. Powell
Collier County Engineer
WILSON MILLER BARTON & PEEK INC
FORM 0637 Sol Florida Water Managem District
10'8
' GENERAL PERMIT
NOTICE OF RIGHTS
This Notice of Rights is intended to inform the recipient of the administrative and judicial review which may be availabl
mandated by section 120.60(3). Florida Statutes. Be advised that atthough this notice is intended to be comprehensive, the rep
procedures set forth herein have been the subject of judicial construction and interpretation which may affect the administrate
judicial review available. Recipients are therefore advised to become familiar with Chapters 120 and 373, Florida Statutes. and
judicial interpretation of the provisions of these chapters.
I. If a substantially affected person objects to the staffs recommendation. that person has the right to request an administra
hearing on the proposed agency action. The substantially affected person may request either a formal or an informal hear
as set forth below. Failure to comply with the prescribed time periods shall constitute a waiver of the right to a hearing.
2. If a substantially affected person believes a genuine issue of material fact is in dispute, that person may request a formal heal
pursuant to section 120.57(1). Florida Statutes, by filing a petition not later than:
a. IF NOTICE OF THE APPLICATION WAS PUBLISHED BY THE APPLICANT. within fourteen (14) days after
mailing of the proposed agency action or
b. iF NOTICE OF THE APPLICATION WAS NOT PUBLISHED. within fourteen days after receipt of actual
notice.
The request for a section 120.57(1). F.S.. formal hearing must comply with the requirements of Rule 40E-1321. Flor
Administrative Code. a copy of which is attached. Petitions are deemed filed upon receipt by the District. Failure
substantially comply with" provisions of Rule 40E-1.521. Florida Administrative Codeshall constitutes waiver of the righ
a 120.57(1) hearing. H a petition for administrative hearing is not timely filed. the staffs proposed agency will automatia
mature into final agency action.
3. if a substantially affected person believes that no issues of material fad are in dispute. that person may request an inforr
hearing pursuant to section 120.57(2). F.S. by filing a petition for hearing not Ishw than.
a. IF NOTICE OF THE APPUCATiON WAS PUBLISHED BY THE APPLICANT. within fourteen (14) days after
mailing of the proposed agency action or
b. IF NOTICE OF THE APPLICATION WAS NOT PUBLISHED. within fourteen days after receipt of actual
notce<
A request for informal hearing shall be considered as a waiver of the right to request a formal section 120.57(1). F.S.. hearing
request for a section 12 .57(1). F.S.. formal hearing not in substantial compliance with the provisions of rule 40E-1.521. F.A.(
may be considered by the District as a request for informal hearing. N a petition for administrative hearing is not timey filed. ti
staffs proposed agency action will automatically mature into final agency action.
4. Pursuant to section 373.114. Florida Statutm a party to the proceeding below may seek review of a Final Order rendered on tl
permit application before the Land and Water Adjudicatory Commission. as provided therein. Review under this section
initiated by filing a request for review with the Land and Water Adjudicatory Commission and serving a copy on the Departme
of Environmental Regulation and any person named in the Order within 20 days after rendering of the Districts Orde
However. when the order to be reviewed has statewide or regional significance. as determined by the Land and Wat,
Adjudicatory Commission within 60 days after receipt of a request for review. the commission may accept a request for revie
from any affected person within 30 days after the rendenng-of the order. Review under section 373.114. Florida Statutes.
limited solely to a determination of consistency with the provisions and purposes of Chapter 373, Florida Statutes. This revie
is appellate in nature and limited to the record below.
5. A party who is adversely affected by final agency action on the permit application is entitled to judicial review in the Distrii
Court of Appeal pursuant to section 120.68. Florida Statutes, as provided therein. Review under section 120.68. Florida Statute
in the District Court of Appeal is initiated by filing a petition in the appropriate District Court of Appeal in accordance wit
Florida rule of appellate Procedure 9.110. The Notice of Appeal must be filed within 30 days of the final agency action.
6. Section 373.617(2). Florida Statutes. provides:
Any person substantially affected by a final action of any agency with respect to a permit may seek review
within 90 days of the rendering of such decision and request monetary damages and other relief in the circuit court
in the judicial circuit in which the affected property is located: however. circuit court review shall be confined
solely to determining whether final agency action is an unreasonable exercise of the state's police power
constituting a taking without just compensation. Review of final agency action for the purpose of determining
whether the action is in accordance with existing statutes or rules and based on component substantial evidence
shall proceed in accordance with Chapter 120.
7. Please be advised that exhaustion of administrative remedies is generally a prerequisite to appeal to the District Court o
Appeal or the seeking of Circuit Court review of final agency action by the District on the permit application. There -are
however. exceptions to the exhaustion requirement The applicant is advised to consult the case law as to the �� r
requirers�atls�
exhaustion exceptions.
• .•
40E-1.521 Initiation of Formal Proceedings.
(1) Initiation of formal proceedings shall be made by petition to the District. The term petition as used herein includes
application or other document which expresses a request for formal proceedings. Each petition should be printed. typewritter
otherwise duplicated in legible form on white paper or standard legal size. Unless printed. the impression shall be on one side of
paper only and lines shall be double-spaced and indented
(2) All petitions filed under these rules shall contain:
(a) The name and address of the District and the DistriCr3 file or identification number. if known;
(b) The name and address of the petitioner or petitioners;
(c) An explanation of how each petitioners substantial interests will be affected by the District's determination;
(d) A statement of when and how petitioner received notice of the Districts decision or intent to render a decision;
(a) A statement of all disputed issues of material fact. If there are none. the petition must so indicate;
(f) A concise statement of the ultimate facts which petitioner believes entitle petitioner to the n!" sought as well as tl
rules and statutes whiich support petitioners claim for rellet
(g) A demand for the MW to which the petitioner deems (himself entitled; and
(h) Other information which the petitioner contends is maI I I
(3) Upon receipt of a petition for formal proceedings, the District shall review the petition for the degree of compliance wit
st tb3eCtion (2) and shelf accept those petitions in substantial compliance therewith which haw been timely fled and which state
dispute which is within the jurisdiction of the District to resofw. 0 acceplad. the District shall designate the presiding officer. Th
District shalt promptly give writbn notice to all parties of the action taken on the petition. and shall state with particularity it
reasons therefor.
(4) N the District designates a Hearing Officer assWwd by the Division of Administrative Hearings as the presiding officer. th
District Clerk shall forward the petition and all materials filed with the District to the Division of Administrative Hearings. and sha
notify all parties of its action.
Specific Authority 373.0". 373.113 F.S.
Law Implemented 120.S3(1). 120.57 F.S.
History — New 9-3.51.
Formerly 1t3K-1.09(1). 1f3K-1.112(1) through (3). 181C-tr12
• 0
PRE -PERMIT WORK GENERAL PERMIT
LIMITING CONDITIONS
1 THE LIMITING CONDITIONS OF RULE 40E-4.381 SHALL APPLY.
2 THE GENERAL PERMIT MAY BE REVOKED AT ANY TIME FOR VIOLATION OF THE TERMS OF
THESE CONDITIONS OR OTHER APPLICABLE DISTRICT RULE, UPON NOTICE AND IN
ACCORDANCE WITH SECTION 120.60, FLORIDA STATUTES.
3 THE PERMITTEE SHALL NOT REFUSE IMMEDIATE ENTRY OR ACCESS TO ANY AUTHORIZED
REPRESENTATIVE OF THE DISTRICT WHO REQUESTS ENTRY FOR PURPOSES OF
INSPECTION AND PRESENTS APPROPRIATE CREDENTIALS.
4 IF, IN THE OPINION OF DISTRICT STAFF, THE ACTIVITIES ARE THE CAUSE OF
ADVERSE WATER RESOURCE IMPACTS, THEN DISTRICT STAFF WILL SO NOTIFY THE
PERMITTEE; ANY FURTHER DAMAGES RESULTING FROM CONTINUED OPERATION WILL BE
CONSIDERED IN POTENTIAL SUBSEQUENT ASSESSMENT OF CIVIL PENALTIES.
5 THE PROPERTY MUST BE RESTORED TO THE SATISFACTION OF THE DISTRICT IF THE
SURFACE WATER MANAGEMENT PERMIT IS DENIED OR THE PERMITTED PROJECT IS
OTHERWISE NOT IN ACCORD WITH THE INCIDENTAL SITE ACTIVITIES AUTHORIZED
HEREIN.
6 TO THE EXTENT PERMITTED BY FLORIDA LAW, THE PERMITTEE AGREES TO HOLD AND
SAVE THE DISTRICT HARMLESS FROM ANY AND ALL LIABILITY ARISING FROM PROPERTY
DAMAGE OR BODILY INJURY AS A RESULT OF THE ABOVE DESCRIBED ACTIVITIES.
7 ANY DAMAGE TO OFF -SITE PROPERTY WHICH MAY HAVE BEEN CAUSED BY THE
INCIDENTAL SITE ACTIVITIES HEREIN MUST BE MITIGATED OR OTHERWISE OFFSET TO
THE SATISFACTION OF THE DISTRICT.
8 THE ACTIVITIES ARE COMMENCED AT THE PERMITTEE'S OWN RISK.
9 THE PERMITTEE SHALL PROCEED TO TIMELY OBTAIN THE SURFACE WATER MANAGEMENT
PERMIT.
10. THIS PERMIT ONLY APPLIES TO AUTHORIZATION FROM THE SOUTHJFLORIDA WATER
MANAGEMENT DISTRICT; IT IS POSSIBLE THAT ADDITIONAL PERMITS MAY BE
NECESSARY, NOTHING CONTAINED HEREIN RELIEVES THE PERMITTEE FROM TIMELY
COMPLYING WITH APPLICABLE LAWS OF OTHER FEDERAL, STATE OR LOCAL
GOVERNMENTS.
Specific Authority 373.044, 373.113, 373.118 F.S.
Law Implemented 373.117, 373.118, 373.416, 373.419, F.S.
History -- New 9-3-81, Amended 7-31-87 .
Formerly 16K-4.021(1)(b), 16K-4.022(1)(c).
• •
WILSON, MILLER, BARTON & PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects, Environmental Consultants & Construction Managers
Wilson Professional Center, Suite 200, 3200 Bailey Lane at Airport Road, Naples, Florida 33942 • (813) 649-4040 Fax (813) 643-5716
October 29, 1992
Mr. Don B arcelo
South Florida Water Management District
1342 Colonial Blvd.
Building K
Fort Myers, Florida 33907
Re: Southwood TTRV/Excavation
Dear Don:
I have revised the following items you indicated needed clarification or revision in our telephone
conversations on October 28, 1992 and October 27, 1992, and your letter dated October 28, 1992.
1) We clarified the control structure invert to be 1.25 ft-NGVD on Sheet 1 of 2.
2) We indicated a 20 ft. setback requirement on Section C-C and B-B on page 2 of 2.
Also, the perimeter beams will be tapered so that natural ground will be at the
property line. I have also indicated the swale on Section CM and indicated- the
existing swale along Championship Drive as existing.
3) The trustees have indicated that changing the operation and maintenance entity from
contractors to trustees is acceptable. A note indicating that the trustees are responsible
for ownership and maintenance during the excavation portion of the project has been
added to the plans.
4) You have indicated that this comment is no longer valid since you have found the
legal documentation in your files.
5) We have provided the requested clarification in the previous response to the 30 day
letter. Furthermore, we have quantified off -site inflows. and indicated that the
proposed swale section will handle the flows in the same previous response. You
have indicated that the additional clarification in #2 above is sufficient.
As you may know, this project is part of the Deltona Settlement Agreement Development areas.
The Army Corps permit is due to expire in the near future. An early December board date is
important to the trustees. I appreciate your efforts to meet our objectives.
Sincerely,
WILSON, MILLER, BARTON & PEEK, INC.
Emilio J. Robau, P.E.
10/30/92-02370W7PIP
Naples Fort Mvers
(813) 649-4040 (813) 939-1020
Fax (813) 643-5716 Fax (813) 939-7479
ADDUREVISEG SUBMITTAL
Sarasota
(813) 371-3690
Fax (813) 377-9 52
"`t
OCT ,� q 1y92
FT. MYERS
Lakeland`"'"
(813)648-1477
Fax (813) 644-0835
South Florida Water Management District
Fort Myers Area Office:
1342 Colonial Blvd., Suite 81 • Fort Myers. FL M907 • (813) 278-SFWM • 1-800-248-1201 • FAX (813) 278-7310
CON 24-06
Regulation Department
Application No. 920806-4
October 28, 1992
Mr. Emilio J. Robau, P.E.
Wilson, Miller, Barton & Peek, Inc.
3200 Bailey Lane, Suite 200
Naples, F1 33942
Dear Mr. Robau:
Subject: Southwoods PUD, Request for Surface Water Management Permit.
Collier County, S15/T51S/R26E
We have received information from you on October 1, 1992. The information received
was incomplete and did not adequately address the following items. According to
Rule 40E-4, Florida Administrative Code (FAC), review of this project cannot be
completed without this information.
1. The plans provided, sheet 1 of 2, indicate PROPOSED CONTROL STRUCTURE INV. _
1.20' NGVD The proposed control elevation is 2.5' NGVD. Please clarify.
2. Please clarify the perimeter berm setback distances.
3. Please clarify who the responsible operating entity is for this proposed
project. If a Homeowners or Property Owners Association is proposed, the
Permittee must submit the Articles of Incorporation for the Association, and
Declaration of Protective Covenants or Deed Restrictions, as well as a
reference map if referred to in documents.
4. Please provide legal documentation showing the perpetuity of the proposed
Road & Utility Easement, together with proof of dedication of this easement
to Collier County.
5. It appears that off -site inflows may occur on the existing site along the
easterly property boundary. Please be advised that minimum setbacks for
offsite flows to be redirected around the project should be a minimum of 50
feet from the toe of the dike and within the property line. It appears this
minimum requirement (see Sections B-B & C-C) is not being met. Please
clarify.
Governing Board
Allan Milledge. Chairman - Miami James E. Nall - Fort Lauderdale Leah ti Schad - West Palm Beach Tilford C. Creel. Executive Dire&iL A T'* KE
Valerie Boyd. Vice Chairman - Naples Annie Betancourt - Miami Frank Williamson. Jr. - Okeechobee Thomas K. MacVicar.Deputy Executive Director
Ken Adams - West Palm Beach Franklin B. Mann - Fort Myers Eugene K. Pettis - Fort Lauderdale
District Headquarters, 3301 Gun Club Road • P.O. Box 246W 0 West Palm Beach, FL 33416-4680 0 (407) 686-8800 • Florida WATS 1-800-432-2W
�J
•
Mr. Emilio Robau, P.E.
Application No. 920806-4
October 28, 1992
Page 2
Please be advised that enough information has not been submitted in order for staff
to complete the review of this application. Therefore, additional future comments
may be forthcoming pending response to this letter.
In accordance with 40E-1.603(5) FAC, if the requested information is not received
within 30 days of the date of this letter, this application may be processed for
denial, if not withdrawn by the applicant. Please attach a copy of the enclosed
07rw..w...4++..1 Cwv..w Cww Arld4+4wmft1 +w wftn{% wF +I%w v.ww...'..w.i CTV
Sincerely,
Benjamin C. Pratt, P.E., P.L.S.
Assistant to the Director
Surface Water Management Division
Fort Myers Area Office
BCP/dl b
c: Collier County Engineer
US EPA - Duncan Powell
bc: Field Representative, Area Engineer; Enforcement, File, B.Colavecchio,
K.Wallace, K.Johnson, D.Barselou
i
WILSON, MILLER, BARTON & PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects, Environmental Consultants & Construction Managers
Wilson Professional Center, Suite 200, 3200 Bailey Lane at Airport Road, Naples, Florida 33942 . (813) 649-4W Fax (813) 643-5716
September 23, 1992
Mr. Phil Kochan
Regulation Department
South Florida Water Management District
1342 Colonial Blvd., Bldg. K
Fort Myers, Fl. 33907
Subject: Application No. 920806-4, Southwoods PUD
30 day letter responses to comments
Dear Mr. Kochan:
ADDUREVISED SU13MI TAL
OCT 0 1 1992
FT. MYERS
This letter responds to comments presented in your 30 day review letter dated September 2,
1992. The comments and responses are listed below.
1) Please complete the enclosed Surface Water Management General Summary Sheet,
particularly the applicable land use table and culvert information.
The Surface Water Management General Summary Sheet is provided attached.
2) Please clarify the proposed outfall route for this project, including the ultimate
receiving waters.
The proposed outfall route for this project is a follows:
Runoff treated in the proposed lake will be discharged into the Championship Drive north
swale. The runoff will flow under Championship Drive through existing culverts which
have been previously designed to handle the flow from the proposed project. The water
will then flow southward through the Marco Shores Golf Course in facilities designed and
committed to handle the subject project discharge.
During extreme storm events some water will discharge in a westerly direction towards
the 951 eastern row ditch. This water will flow in a southerly direction once inside the
951 ditch.
All runoff ultimately flows to McIlvane Bay the Marco River and Gulf of Mexico.
9/23/92-02370006.DKY
Naples Fort Myers Sarasota Lakeland
(813) 6494040 (813) 939-1020 (813) 371-3690 (813) 648-1477
Fax (813) 643-5716 Fax (813) 939-7479 Fax (813) 377-9852 Fax (813) 644-0835
I).,,C`--r, , �* .
K3
WILSON • MILLER • BARTON & PEEK, INC.
Mr. Phil Kochan
0�'
Page 2
3) Standing water has been observed on this site during the rainy season. In addition,
several existing project near this site have control elevations of 3.0' NGVD or above.
It appears the control elevation proposed for this project is too low. Please provide
documentation of the average wet season water table. The information should, at
a minimum, consist of on -site information which is obtained during the latter part
of the wet season or technically similar near -site information. If soil borings are
used, the date of the field work should be submitted.
The control elevation was set forth in the Deltona Settlement agreement and Army Corps
permit. A copy of the agreement is provided herewith. The settlement agreement and
the Army Corps of Engineers permit contain engineering design criteria which require
a control elevation of 2.5 as part of the conditions/criteria for development. Furthermore
our research conducted during the design stage indicated that the Marco Shores and
Silver Lakes project were the only two developed or proposed projects adjacent tot he
Southwood PUD. The control at Marco Shores is 25 FT NGVD. The control at Silver
lakes is 3.0 FT NGVD. Since the project is within the settlement agreement area a
control os 2.5 was chosen.
Please note the flood routing was performed using a high tailwater above the 3.0 level
which simulate downstream responses to the extreme storm event.
4) Please clarify the amount and direction of the predevelopment off -site stormwater
flow to this site and any set -backs required to pass this flow.
Please refer to the calculations provided attached for the requested clarifications.
Sincerely,
WILSON, MILLER, BARTON & PEEK, INC.
Emilio J. Robau, P.E.
Manager of Engineering
cc: Michelle Tanner, WMB&P, Inc.
Al Reynolds, WMB&P, Inc.
9/23/92-02370006.BKY
South Florida Water Management District
Fort Myers Area Office:
1542 Colonial Blvd., Suite 81 • Fort Myers, FL 33907 • (813) 278-SFWM • 1-800-248-1201 • FAX (813) 278.7310
CON 24-06
Application No. 920806-4
Regulation Department
September 2, 1992
Emilio J. Robau, P.E.
Wilson, Miller, Barton & Peek, Inc.
3200 Bailey Lane, Suite 200
Naples, Florida 33942
Dear Mr. Robau:
Subject: Application No. 920806-4, Southwoods P.U.D.
Collier County, S15/T51S/R26E
The staff has completed a preliminary review of the above referenced
application. According to Rule 40E-4, Florida Administrative Code (FAC),
the following items must be addressed before our review can continue.
1. Please complete the enclosed Surface water Management General
Summary sheet, particularly the applicable land use table and
culvert information.
2. Please clarify the proposed outfall route for this project,
including the ultimate receiving waters.
3. Standing water has been observed on this site during the rainy
season. In addition, several existing projects near this site have
control elevations of 3.0' NGVD or above. It appears the control
elevation proposed for this project is too low. Please provide
documentation of the average wet season water table. The
information should, at a minimum, consist of on -site information
which is obtained during the latter part of the wet season or
technically similar near -site information. If soil borings are
used, the date of the field work should be submitted.
4. Please clarify the amount and direction of the predevelopment off -
site stormwater f low to this site and any set -backs required to pass
this flow.
Governing Board.
Allan Milledge, Chairman - Miami
Valerie Boyd, Vice Chairman - Naples
Ken Adams - West Palm Beach
James E. Nall - Fort Lauderdale Leah G. Schad - West Palm Beach Tilford C. Creel, Executive Director
Annie Betancourt - Miami Frank Williamson. Jr. - Okeechobee Thomas K. MacVicar, Deputy Executive Director
Franklin B. Mann . Fort Myers Eugene K. Pettis - Fort Lauderdale
Mr. Robau
September 2, 1992
Application No. 920806-4
Page 2
In accordance with 40E-1.603(5) FAC, if the requested information is not
received within 90 days of the date of this letter, this application may
be processed for denial, if not withdrawn by the applicant. Please
attach a copy of the enclosed "Transmittal Form For Requested Additional
Information" to each of the required SIX copies of the requested
information. Please use the above referenced application number in your
reply to this letter and address it to Mr. Phil Kochan of this office.
Benjamin C. Pratt, P.E., P.L.S.
Assistant to the Director
Surface Water Management Division
Fort Myers Area Office
BCP/pjk
c: DER
Collier County Engineer
W.M.B.S.& P. Sharing Plan and Trust
bc: Field Representative/Area Engineer/Enforcement/File Copy/
Phil Kochan/B.Colavecchio/K.Wallace/NRM
ADDUe-IEViJSdD SU&iiiAL
FT. , MYERS
SURFACE WATER MANAGEMENT SUMMARY
APPLICATION NO.: 920806-4 PERMIT NO.:
PROJECT NAME:
Southwoods PUD
LOCATION: Collier COUNTY S 15 /T 51 S/R 26 E
APPLICANTS NAME AND ADDRESS: Wilson, Miller, Barton & Peek.inc.
3200 Bailey Lane, Suite 200
Naples, Florida 33942
DISTRICT DRAINAGE BASIN: Collier County
The drainage basin refers to the major or regional District basin in
which the project is located. Examples are Imperial River, Fakahatchee
Strand, and the Caloosahatchee River (C-43).
RECEIVING BODY: Marco Shores Development CR951 Drainage Ditch
The receiving body is the actual system into which the project directly
discharges. Often, this is an intermediate system such as an un-named
canal or ditch or simply a piece of existing pipe. Sometimes the
drainage basin and the receiving body are the same.
RECEIVING BODY CLASSIFICATION: Development Lakes
All water bodies have been described with a specific classification based
on water quality and/or the use to which that water is put (such as
aquatic preserve). Areas considered Outstanding Florida Waters, aquatic
preserves etc. normally have more stringent discharge and water quality
conditions. LIST OFW, Class I, Class II, Class III, Aquatic Preserve
(Classification is listed in 17-302 F.A.C.)
SPECIAL' DISTRICT: N/A
If the drainage basin is in a SWIM area, SOB area or other critical
basin. If the project is in a special district such as Hendry -Hillard
Water Control District or East County Water Control District, there may
be special permitting conditions.
POTABLE WATER SUPPLIER: Collier County Utilities
WASTE WATER SYSTEM/SUPPLIER• Collier County Utilities
OWNER: Wilbur M. Christiansen Jr.and Gary C. Danca as trustees of the WMBS&P
Profit Sharing Plan and Trust
DEVELOPER:
OPERATION ENTITY: Contractor during excavation activities not chosen at this time.
ENGINEER: Emilio J. Robau, P.E.
b
C0 X) "tn 1., ---%
•
13ACKGROUND: The F
Associated U.S.
ect is covered
Co
the Deltona Settlement Agreement and the
neer's permit.
trol e
ation, lake cross
sections and wet season water tables are in substantial compliance with the
settlement agreement and U.S. Army Corp permit.
A background section is typically needed to explain -unusual projects or
modifications with significant historical information which affects the
current application.
Include this section for project:
a. modifications
b. enforcement history
c. unusual design methods
d. third party interest and their concerns
EXISTING FACILITIES: Located on East Side of S.R. 951 South of S.R. 41.
All off -site flows are received by McIlvane Bay and the Gulf of Mexico, via
Marco Shores PUD and CR951 ditch.
Please provide a brief explanation (3 to 4 sentences) with regards to the
project location and existing site conditions. Sheet flows, off -site
flows, drainage basins affected, receiving waters
PROPOSED FACILITIES: 101.3 acre surface water management area. Includes lakes
and detention areas for storage. Storm sewers, swales and overload flows will
convey run-off to the storage areas.
Please provide a detailed description of the proposed surface water
management system, to include the following (if applicable); project
phases, surface water management acreage and breakdown, multiple basins,
average existing site elevations, discharge structure and control
elevation, overflow structure, pump systems, design storm event,
allowable discharge and calculated discharge over the project site.
Please clearly define multiple basin routings. Current or permitted
water use permits/applications, R.O.W. status, water quality monitoring
proposed.
DESIGN STORM: 25 Year-3 DaV
DESIGN RAINFALL: 12.2 inches
TEXT:
Are there any unusual discharge limitations or design parameters?
ROAD DESIGN STORM: 100 Year- 3 Day
DESIGN RAINFALL: 14.54 inches
TEXT:
Unusual design criteria used or drainage problems associated with the
roads.
ROAD FLOOD CONTOUR: 5.50 NGVD
ROAD MINIMUM CENTERLINE ELEVATION: 5.50 NGVD
General Basin orma.'tiw.
--------------------------------------------- -----------------------
Application Number Basin Name
WSWT Elevation 2.5 ft. (ft, NGVD)
WSWT refers to the wet season water table and is normally used to set the
project control elevation.
WSWT Method of Determination
SP - surrounding projects, MD - monitoring data, US - USGS well data, WSS
- wet season soil borings, WSW - wet season water table contour map, ACC
- adjacent canal control elevation, WIF - wetland indicator elevation,
OTH - other
CONTROL Elevation 2.5 ft. (ft, NGVD) Area (Acres)
The proposed control elevation should be within six feet of the average
basin site grade. This will require accurate topographic information for
the entire project.
Normally the control elevation should be set at the average wet season
water table elevation unless environmental concerns require something
else.
Allowable Discharge 12•0 (cfs)
Appendix II in volume IV for the allowable discharge for the appropriate
District basin. Local government criteria (i.e. Cocohatchee River - 0.04
cfs/acre, Caloosahatchee River - 0.047 cfs/acre)
Method of Determination
Pre vs Post, Discharge Formula, SFWMD Canal, Cypress Creek Formula,
conveyance Limitation (Reference - Predevelopment Runoff Analysis
Methods, Lin & Perkins, Technical Memorandum April 1989) _
Design Discharge 11.23 (cfs) Design stage (ft,NGVD)
occasionally, a project will have unusual circumstances requiring the
design discharge to exceed the allowable discharge (such as partially
existing sites, existing agricultural projects requesting an operation
permit, an old valid permit exists with a higher allowable and proposed
changes don't require the entire site to be redesigned, etc.).
Minimum Perimeter Grade 4.92 (ft, NGVD)
The minimum perimeter elevation should be at or above the design flood
contour for each basin. A typical perimeter cross section is normally
required to verify this.
A baffle should be included for each structure unless there is a
submerged pipe leading from a wet detention area to the outfall
structure.
A benchmark must be provided near each structure.
Water Quality Systems information
-------------------------------------------------------------------------
WQ System Wet Detention Water Mngmt Area 34.9 (acres)
Wet retention, Dry retention, Dry detention, Wet detention, Lake,
Exfiltration trench, Injection well, Slab covered trench
Volume Required 7.7 (acre-ft) Trench Length Req N/A
volume Provided 7.7 (acre-ft) Trench Length Prov N/A
Discharge Structure
(ft)
(ft)
�F 14
0
- Drop Inlets Informatio4`
-------------------- ------------------------- ----------------------------
structure Type Major or Emergency Length225(ft)
Width 1.0
(ft)
Diameter NSA
(ft)
Invert Elevation 2.5
(ft, NGVD)
Crest Elevation 2.5
(ft, NGVD)
Discharge structure
Receiving Body Baffled sharp crested drop structure
1. These are usually used as emergency overflows for agricultural
projects and must be capable of handling the 100-year 3-day storm
with 0.5' or less of head.
2. A trash screen is normally the only type of baffle practically used.
3. When used as emergency overflows in agricultural projects, it is
acceptable for the emergency overflow pipe to control discharge
since the structure is internal (not the off -site outfall
structure) .
Slide Gates Information
-------------------------------------------------------------------------
Structure Type Major or Emergency NIA Width (ft)
Invert Elevation (ft, NGVD) Crest Elevation (ft, NGVD)
Receiving Body
Discharge Structure
An acceptable (usually government) operation and maintenance entity is
required for operatable structures.
Bleeders Information
-------------------------------------------------------------
Bleeder Type circular orifice, triangular Diameter (ft)
orifice,v-notch,rectangular notch,rectangular orifice
Invert Elevation 2.5 (ft, NGVD) Width 1,0 (ft)
Invert Angle NSA (degrees) Height N/A (ft)
Elevation Season NORMAL
Discharge Structure
1. The bleeder in a structure is the lowest elevation at which water
can discharge from the site. They are used to regulate the volume
of discharge from the site for water quality treatment. For sites
with small allowable discharges, they may also limit discharge from
the site during the design event (ie: a weir is not needed).
2. The bleeder invert elevation should be set at the required control
elevation.
3.' Dimensional criteria:
a. minimum of 20 degrees for v-notches �-
b. the minimum dimension is 2 inches
c. the minimum cross -sectional area is 6 square inches
4. The bleeder discharges should be no more than 112" per-24 hours.
WILSON, MILLER, BARTON
& PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects,
Environmental Consultants & Construction Managers
Project 1/TNw •n!7 '13LO ZFY CA Ifi4 i'lO1V
W.O. #
Calculated By Date
Checked By Date
Sheet of Z Scale ICJ
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WILSON, MILLER, ORTON
& PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects,
Environmental Consultants & Construction Managers
0=L
Project S6.0;-p Omw/ za-) jr-V_(-41441AV3
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WILSON, MILLER, BARTON & PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects, Environmental Consultants & Construction Managers
Wilson Professional Center, Suite 200, 3200 Bailey Lane at Airport Road, Naples, Florida 33942 • (813) 649AW Fax (813) 643-5716
Q
August 6, 1992
Mr. Ben Pratt, P.E., P.L.S.
Assistant to the Director
South Florida Water Management District
1342 Colonial Blvd.
Building K
Ft. Myers, FL 33907
Subject: Southwoods
Dear Mr. Pratt:
Please find enclosed herewith an individual conceptual and construction permit application for
Southwoods Travel Trailer Recreational Vehicle (TTRV)/Commercial Excavation project in
southern Collier County.
Southwoods is a 101.3 acre parcel located within the Deltona Settlement Agreement Limits
(Marco Shores Unit 30B). Many of the engineering details and design criteria presented in this
report are based on details presented in the settlement agreement.
This application consists of a request for conceptual approval of the TTRV portion of the project
and construction approval for the commercial excavation. The commercial excavation will
construct the single internal lake, control structure and water management isolation berm.
Filling and clearing activities will also occur as part of the commercial excavation activity.
Please be advised that this project has a Corps of Engineer's permit which expires in the near
future. Our schedule for acquiring all necessary permits and performing the work necessary to
exercise our Corps of Engineer's Permit will require us to adhere to an October District Board
approval date. Please notify me promptly of any issues which need to be addressed for permit
approval.
If you have any questions or need additional information please feel free to call.
Sincerely,
WILSON, MILLER, BA , TON & PEEK, INC. OR101-AL SUBMITTAL
Emilio J. Rob ?u,P.E.t
8/6/92-02370003-01.bky .fir I
Naples Fort Mvers Sarasota Lakeland
(813)649-4040 (813)939-1020 (813)371-3690 (813)648-1477
Fax (813) 643-5716 Fax (813) 939-7479 Fax (813) 377-9852 Fax (813) 644-0835
• / /ss
March 23, 2007
p ican
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Mr. Steve Nagle
South Florida Water Management District
2301 McGregor Blvd
Ft. Myers, FL 33901
E-MAIL: SNaglena,sfwmd. og_v
Dear Mr. Nagle,
q,,-? d go 6 - L/
//—a/dS/-5
MAR 2 7 2007
WC SERVICE CENTER
This letter is to follow up on your meeting with our committee at Pelican Lake RV Resort
to review the maintenance for erosion control on our 35 acres lake. We have three (3)
contractors bidding on their work and expect some response by March 30, 2007. Our
Board will be meeting on April 3, 2007 to approve the contractor and have the work
commence in mid April 2007 so that the project can be completed before the summer
rains. We will appreciate your response to our communication before our April 3, 2007
Board Meeting.
Sincerly,
Pat' C rC04
Pat Crooks
Pelican Lake Park Manager
Enclosure (1)
CC: Building & Grounds Committee
John Rogers (jcro erg slaw(a,comcast.net)
4555 Southern Breeze Drive, Naples FL 34114
Phone: (239) 417-1600 Fax: (239) 417-1610
E-Mail: PLMana er a swfla.rr.com Website: www.uelicaniake.com
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To complete your project, you will need the following hand tools: shovel, tape measure, hammer, chisel, carpenter's level, stakes, string line, garden hose, safet
glasses, gloves, pencil, square. You may also need a skid loader, compactor, wheelbarrow and a circular cut-off saw with a masonry blade. Other requirements
include a 4" diameter flexible polypropylene pipe (drain tile), a supply of sand and gravel (3/4" minus aggregate with fines) for the base, and gravel (314" free -
draining aggregate without fines) to use as backfill.
1 Using a shovel or a skid loader, dig a trench about
24" wide and deep enough to fit the required
amount of buried block and compacted base. For
walls 4' high and under, bury one course of units. For
walls taller than 4'. consult a qualified engineer for
design information. Total wall height includes the
height of any buried courses. (Figure 1)
2 Firmly compact the soil in the bottom of the trench.
Lay 6" of compactible base (sand and gravel) in the
bottom of the trench and compact. (Figure 2)
3 Place the first layer of Anchor units without lips on
the prepared base (lips must be manually knocked
off units before placement). Position the units side
by side, in full contact with the base, and level in
both directions using your carpenter's level. Backfll
with free -draining aggregate. (Figure 3)
3a For Highland Stone, Aspen Stone and Bayfield, we
recommend using a filter fabric which should be
placed directly behind the wall extending from the
bottom of the base course to the middle of the top
course. This will minimize material coming through
the face texture of the stones. (Figure 4)
4 Continue assembling additional courses by placing
units in a staggered relationship to the course
beneath (running bond), pulling each unit forward
until secure. NOTE: Use gravel (free -draining aggre-
gate) to backfill each additional course as it is
installed,
5 Place drain the behind the wall at grade to allow
water to drain from the backfill. Outlet the drain the
through the wall at every low point or every 75' of
wail length and around the ends of the wall. Backfili
with free -draining gravel 12" behind the wall, in 6"
layers. Fill in the voids. Organic soil or clay -type soil
is not recommended for hackfill material. (Figure 5)
Figure 1
Fgure 4
Figure 2
Figure 5
6 Fill any remaining areas behind the wall with soil. Compact every 12".
(Figure 61 Repeat steps 4, 5, and 6 until the wall reaches the desired height.
For walls taller than 4', consult a qualified engineer for information con-
cerning proper design, backfill and geosynthetic reinforcement.
7 Firmly compact native soil every 12" behind the wail. Do not compact
directly on top of the units. (Figure 7)
8 You may need partial blocks. To split a block, use a hammer and chisel to
score the block on all sides. Pound the chisel on the score line until the block
splits. If the block does not split easily, you may need to use a circular cut-off
saw with a masonry blade. Read and understand the operating manual before
using a saw. Always wear eye protection when splitting blocks.
Refer to the Estimating and Installation Manual for instructions on
installing the jumper unit,
To find a dealer near you, visit
www.anchorwall.com.
Manufactured by:
A MI
ANCHOR BLOCK OF FLORIDA, INC.
Figure 3
Figure 6
Rqurc
4550 Clark Road • Sarasota, FL 34233
1-888-682-7622
In the united states. Anchor Wall Systems products arc backed W a limited Warranty. Fof a complete copy of the Anchor Wall Systems Warranty. wsh your lo"I dastnbutot m manufacturer or contact Anchor Wall Systems at
1-877-295-5415 or wwwsncM#wa[dtcom. 47005 Anchor Wall SrA ms, Inc 5959 Baker ft6ad, Suite 390, 91"onka, MN 55345r-5995 USA For more information calk us Tol-free In the US at 1-8p0.473.4462 Uut ide the us Call
+7-952-933-88SS or rtsO wwwanCYgrwaltxc .
Anchor wall Systems, Aspen Stone, Wkeld, Border Stare, Diamond, Diamond Pro, l4ightm6 Slant, *now storm and the Amtkor'A' byp are trademarks of Anchor Wall Systems, Inc. A4spen Stone, sayfNd,
Border Stone. Diamond, Diamond Pro, Mghland Stone and Wridsor Stone are manufactured only by Ilceroed Anchor wan Systems producers and are protected Cry U.S. Ntrrn Nos 6464,145: D402.133: r t err v rai r IIt a t r rt a t r 1
5,i.94.216; 5,827.0I s: 6,142.713; 6.183.1.68; 6,312,197: 0,321.740: 6.616,382' 6,874,494 Other US. and IMematrona4 patents issued and pending,
DW5 loM
Anchor Border Stone"
A lightweight block for garden planters,
tree rings and borders up to 16 inches tall. Op
Nominal Dimensions: 4' x 8' x 5'1.•"
Weight: 14 lbs.
Anchor Diamond`
Anchor Diamond brings easy installation to residential and light commer-
cial projects. Choose from beveled or straight face styles. Builds gravity
walls up to four feet and taller walls using geosynthetic reinforcement.
STRAIGHT FACE STYLE BEVELED FACE STYLE
Nominal Dimensions: 6" x 1711," x 12' Nominal Dimensions: 6" x 157R" x 12'
Weight: 641bs. Weight: 601hs.
Anchor Turfstone'"
Paving system for
driveways and paths that
need to blend in with their
natural surroundings.
Nominal Dimensions: 1554" x 23'
Weight: 58 lbs.
ftminol Dimension& Actual d,menseans and weight may vary from these nominal drmrnsions due ra mria funs
resulting from the mertafoetufing proctis spccrFco UOD5 may change without naliee. Ser your Anchor represeritacive
ror details, colof opriom5 bloc} dimensions and additional infD ma uon.
Anchor Bullet Edger
Ideal For an attractive border between
lawn and plantings. Nominal Dimensions: 4" x 127." x 4"
Weight: 15 Ibs,
Anchor Windsor Stone
The ideal. choice for do-it-yourself
projects like garden planters with JO
curves or straight walls up to two feet tall. Nominal Dimensions: 4" x 11 S" x 8"
Weight: 24 lbs.
. 1P
STRAIGHT FACE STYLE
Nominal Dimensions: 6' x 18" x 12'
Weight: 74 lbs.
Anchor Diamond Pro"
Natural rock uxwres and earth
tone colors blend into any envi-
ronment. All units feature one
square foot of wall face com-
bined with patented rear -lip
technology for simplified con-
struction, improved connection
strength and reduced costs.
BEVELED FACE STYLE
!Nominal Dimensions:9' x 18' x 12"
Weight: 72 lbs.
We also stock Mirafi 3xt, 5xt
and Mirafi filter fabric 140NL.
.' - for Anchor ReWning WslW
10 1CAP UNIT%*?PNK
Anchor Highland Stone, Anchor Diamond and Anchor Bayfield __
Nominal Dimensions 3'x 17'1,' x IT 6"x IS' x 12"
Weight 32 lbs. 85 lbs.
Anchor Aspen Stone and Anchor Windsor_ Stone
Nominal Dimensions 2%'x12'x 7"
Weight 14 lbs.
Anchor Diamond Pro
Nominal Dimensions
Weight
4"x17'b"x 10"
32 lbs.
Anchor Diamond Pro Camcr
Nominal Dimensions H'xIs' x 9"
Weight 101 tbs.
'See COW sehc6on pay! foraramwe Gahm
nt Anchor Blended Colors +
Retaining wall blocks, steps and caps are available in the following blended colors.
IEtMI NINt WAIL S V S T E M S
Anchor Highland Stoney
Stnnev Crcck
Anchor Bayfield0 and Anchor Aspen Ston&)
Sunburst
Autumn Blend
Carbondale
Tortoise shell
Granite
Anchor Solid Colors
IETXININC WAIL SYSTEMS Retaining wall blocks, steps, corners and caps are available in the following solid colors.
Anchor Border Stone"' Anchor Diamond'
Cocoa, Wheat, Gray, Terracotta Cocoa, Wheat, Gray
Anchor Windsor Stone' Anchor Diamond Pro
Cocoa, Wheat, Gray, Terracotta, Peach, White Wheat, Gray
Cocoa
lerracot[a
Anchor Bullet Edgers -_
Available in the following colors.
Wheat Red/Charcoal
Red Charcoal
Wheat
Pearh
Anchor Turfstonen
Available in Gray.
Colors: Every effort has been made to assure accuracy in these colprs. However, due to the nature of concrete and the manufacturing process, as well as the
printing process of these charts, colors may vary slightly. We recommend viewing actual samples as you make your color selection.
0
Pelican
Lake ,
The Exclusive Class A
Mulosenash Resort
February 27, 2007
Steven Nagle
2301 McGregor Blvd.
Ft. Myers, FL 3 3 901
Mr. Nagle
//- t»aSl - S
Thank you for taking the time to discuss the erosion issue at Pelican Lake
Motorcoach Resort. The information provided will be instrumental in
making any future decisions.
Once again, thank you!
Bill Wuesthoff
FEB 2 8 2017
LWC SERVICE CENTER
4555 Southern Breeze Drive Naples Florida 34114
Phone 239-417-1600 Fax 239-417-1610
Appendix 6
SFWMD RAI Letter Dated October 28, 1992
(Pelican Lake)
South Florida Water Management District
Fort Myers Area Office:
1342 Colonial Blvd., Suite 81 • Fort Myers. FL M907 • (813) 278-SFWM • 1-800-248-1201 • FAX (813) 278-7310
CON 24-06
Regulation Department
Application No. 920806-4
October 28, 1992
Mr. Emilio J. Robau, P.
Wilson, Miller, Barton
3200 Bailey Lane, Suite
Naples, F1 33942
Dear Mr. Robau:
E.
& Peek,
200
Inc.
Pelican Lake ERP RAI
Uses the phrases:
"Appears that off -site flows" and
"May occur".
Not specific.
Subject: Southwoods PUD, Request for Surface Water Management Permit.
Collier County, S15/T51S/R26E
We have received information from you on October 1, 1992. The information eceived
was incomplete and did not adequately address the following items. Ac rding to
Rule 40E-4, Florida Administrative Code (FAC), review of this projec cannot be
completed without this information.
1. The plans provided, sheet 1 of 2, indicate PROPOSED CONTROL STRUCTURE INV. _
1.20' NGVD The proposed control elevation is 2.5' NGVD. P ease clarify.
2. Please clarify the perimeter berm setback distances.
3. Please clarify who the responsible operating entity is for this proposed
project. If a Homeowners or Property Owners Associati n is proposed, the
Permittee must submit the Articles of Incorporation for the Association, and
Declaration of Protective Covenants or Deed Restrictions, as well as a
reference map if referred to in documents.
4. Please provide legal documentation showing the p petuity of the proposed
Road & Utility Easement, together with proof of dication of this easement
to Collier County.
M
5. It appears that off -site inflows may occur on the existing site along the
easterly property boundary. Please be advised that minimum setbacks for
offsite flows to be redirected around the project should be a minimum of 50
feet from the toe of the dike and within the property line. It appears this
minimum requirement (see Sections B-B & C-C) is not being met. Please
clarify.
t�
Governing Board
Allan Milledge. Chairman - Miami James E. Nall - Fort Lauderdale Leah ti Schad - West Palm Beach Tilford C. Creel. Executive Dire&iL A T'* KE
Valerie Boyd. Vice Chairman - Naples Annie Betancourt - Miami Frank Williamson. Jr. - Okeechobee Thomas K. MacVicar.Deputy Executive Director
Ken Adams - West Palm Beach Franklin B. Mann - Fort Myers Eugene K. Pettis - Fort Lauderdale
District Headquarters, 3301 Gun Club Road • P.O. Box 246W 0 West Palm Beach, FL 33416-4680 0 (407) 686-8800 • Florida WATS 1-800-432-2W
�J
•
Mr. Emilio Robau, P.E.
Application No. 920806-4
October 28, 1992
Page 2
Please be advised that enough information has not been submitted in order for staff
to complete the review of this application. Therefore, additional future comments
may be forthcoming pending response to this letter.
In accordance with 40E-1.603(5) FAC, if the requested information is not received
within 30 days of the date of this letter, this application may be processed for
denial, if not withdrawn by the applicant. Please attach a copy of the enclosed
07rw..w...4++..1 Cwv..w Cww Arld4+4wmft1 +w wftn{% wF +I%w v.ww...'..w.i CTV
Sincerely,
Benjamin C. Pratt, P.E., P.L.S.
Assistant to the Director
Surface Water Management Division
Fort Myers Area Office
BCP/dl b
c: Collier County Engineer
US EPA - Duncan Powell
bc: Field Representative, Area Engineer; Enforcement, File, B.Colavecchio,
K.Wallace, K.Johnson, D.Barselou
Appendix C
SFWMD Staff Report Pages Describing Project & Requirements
(Pelican Lake)
LAST DATE FOR GOVERNING BOARD ACTION:
JANUARY 14, 1993
� DRAFT
Subject to Governing
L. Board Approval
SURFACE WATER MANAGEMENT STAFF REVIEW SUMMARY
1. ADMINISTRATIVE Pelican Lake ERP Permit Staff Report
APPLICATION NUMBER- 920806-4 J Neither the Background, Existing Facili-
PROJECT NAME: SOUTHWOODS PUD ties, or Proposed Facilities sections men -
LOCATION: COLLIER COUNTY tl0ns the ditch, nor off -site flows.
S15/T51'S/R2'6E
APPLICANT'S NAME: CHRISTIANSEN WILBUR & DANCA GARY, TRUSTEES OF WMBS&P TRUST
OWNERS NAME AND ADDRESS:,CHR,ISTIANSEN WILBUR M & DANCA GARY L, TRUSTEES
WMBS`&P TRUST
- - 1383 AII% bk"OAD
N�O"RTH NAP'L�ES, IFt 33942
DEVELOPER: CHRISTIANSEN WILBUR & DANCA GARY, TRUSTEES OF WMBS&P TRUST
ENGINEER: WILSON MILLER BARTON & PEEK INC
I1. PROJECT DESCRIPTION
PROJECT AREA: 101.3_acres DRAINAGE AREA: 92.3 acres
DISTRICT DRAINAGE BASIN: IFAKAHATCHEE STRAND
RECEIVING BODY: MCILVANE BAY VIA MARCO SHORES PUD & SR-95.1 SWALE
CLASSIFICATION:'_CLASS III
PURPOSE:
This application is a request for (A) Conceptual approval for a 57.4 acre
RESIDENTIAL (recreational vehicle park) project and (B) Authorization for
Construction and Operation of a 34.9 acre surface water management system to
serve the 92.3 acre "build -out" RESIDENTIAL site, discharging to MCILVANE BAY
via MARCO SHORES PUD & SR-951 ROADSIDE SWALE.
1
0 ,L.
•
•
BACKGROUND:
This site is part of a larger area (approximately 25,000 acres) which was
included in a settlement agreement entered into on July 20, 1982 between (A)
Deltona Corporation, (B) Florida Department of Environmental Regulation, (C)
South Florida Water Management District and (4) various other environmental
preservation groups and organizations. The Settlement Agreement has become
known as the Deltona Agreement. This project is located within the settlement
agreement area. Although this site is under new ownership, the terms of the
settlement agreement are binding as the agreement applies to the successors in
interest.
EXISTING FACILITIES:
The project is located in the north sector of section 15/T51S/R26E. The site
is bordered to the north by Silver Lakes PUD and to the south by Marco Shores
PUD. The site is bordered on the west by SR-951 & roadside swale. East of
the project is undeveloped lands.
The site is composed of fallow farm fields and has not been previously
permitted by the SFWMD.
Onsite elevations vary from 3.5' NGVD along the north & east property lines to
2.5' NGVD along the south & west lines. An existing interceptor ditch located
along the southern property line collects runoff sheetflowing from the north
and conveys it to the Marco Shores PUD and west to SR-951 roadside swale.
PROPOSED= FACI LITI ES_:J
The -appl-i cati on i s a -request- for -Const-ruct on -and Operati on approval -for
P-tease-I_development-fand-Conceptual approval for the remaining "build -out"
residential project.
iPHASE- I 1
- - --------- --
1.nc_u es the commercial excavation of the 34.:9-acre common detention area,?
�conStrUction of the surface. water management system -and A nst311at_ion of -the
single---surface_.-water-control- structure. Wet excavation operations will
require the stock piling of -materials onsite. All -,on-s.i-te-"stock pi l i ng-i s j
7contained within the perimeter -berm: Phase -I includes Conceptual approval
hover the -remaining 57.4 acre (residential) project area.>
(PHASE -II
Following a permit modification, Phase -II will include construction of all
internal roadways, residential & recreational areas and remaining surface
water management facilities to include culverts and swales. The "build -out"
surface water management system will serve 92.3 acres of the 101.3 acres of
contiguously owned lands. Two land areas are excluded from the surface water
management system, 4.8 acres of cypress preserve and 4.2 acres of road/utility
easements.
Pelican Lake ERP Permit Staff Report
Neither the Background, Existing Facilities, or Proposed Facilities
sections mentions the ditch, nor off -site flows.
The allowable discharge for the site was determined by consideration of
predevelopment rates, the allowable discharge rate of 0.12 cfs/acre within the
nearby Collier County District-6, and 0.15 cfs/acre, as established by Collier
County Ordinance 90-10. The design.discharge rate for the project will be
0.12 cfs/acre. ,Discharge will flow to Marco Shores PUD and into SR-951
`roadside swale, which conveys runoff to McIlvane bay.
BASIN INFORMATION:
WSWT Control
Area Elevation Elevation Method of
Basin Acres (ft, NGVD) (ft, NGVD) Determination
PHASE -I 92.30 2.50 2.50 WETLAND ELEVATION
DISCHARGE STRUCTURE INFORMATION:
Water Ouality Structures:
Invert
Str. Elev.
Basin # Bleeder Type Dimensions (ft, NGVD)
PHASE -I 1 RECTANGULAR_MTCH= 1' wide X .25'_,
,high
Major Discharge Structures:
Str. Crest Elev.
Basin # Description (ft, NGVD)
PHASED; - 1 P wide X 2.17' high BROAD CRESTED weir 2.75
Discharge Culverts:'
Str.
Basin # Description
THASE-I 1 ,221' long, 2.5' wide X 1.58' high ELLIPTICAL
Receiving Body:'
Str. Receiving
Basin # Body
PHASE -I,.' 1 SR-951 SWALE & MARCO SHORES PUD�
3
Pelican Lake ERP Permit Staff Report At
Neither the Background, Existing Facilities, or Proposed Facilities
sections mentions the ditch, nor off -site flows.
•
•
I
III. PROJECT EVALUATION
Discharge --Rates
As shown in the table below, the proposed project discharge is within the
allowable limit for the area.
Design _Storm Frequency: 258R=3DAY-1 -Design--Rai nfal 1 z -8.-50 =inches----
Allow Design Design
Disch Method of Disch Stage
Basin (cfs) Determination (cfs) (ft. NGVD)
L �13.85__`PREVS:-POST_ J 1123-_..PHASE-.I: 92_ - J
WATER QUALITY:
Water quality, 1" over the site, is provided. Adverse impacts are not
expected.
Vol Vol
Treatment Req'd. Prov'd
Basin Method (ac-ft) (ac-ft)
1,P_HASE-I -1 `-�_34.9 acres- WET_ -DETENTION
- ' ,NV�E hRONMENT°AL`� .
The project site contains pine flatwoods__and cypress wetlands. Approximately
�4�: 8-acres�o-f_cypr_ess__wetl�ands_ar_e�l.ocated�'w th i�n_the� p.r_o ject
The project-s i
to-is-1 ocd._i-thi,n--the-area ap..voeep
Dw-and-Slmtment_und.erth
ne_r_mt[982_ Stipulatior_eelt
_on[Corporation.—The District was a_-.p,arty_tothi-s_agreement_Under ttie Deltona
EEAgreement; environmental- impacts associated with_devel_opment a_f_ 1-ands_ covered
by _tfie_Ag.r_.e.ement_cannot _be_ addr`esse
As proposed, the project includes excavation.of a 34-9 acre -lake ands
construction df a -surface water management system to -serve a-recreatio..
vehicle park? The proposed project is bordered by approved projects on the
north and south. Marco Shores Unit 30 has been constructed to the south of
this project, and construction is currently underway on Silver Lakes which is
located to the north.
The proposed project includes
l o.cated�on_-t-th-e eastern proper
outside the limits of develop
—�
However, d'ue'td._the const.rai,n
c
:undaryh This wetland will be maintained -
and will continue to receive offsite flows.
aaa>l i c
4
design Ito
•
(meet current District criteria such as buffer zon-4�' aintenance of
contributing drainage areas -and -establishment of control elevations for
_wetland hydroperiod protection:
The proposed project will utilize control elevations consistent with those
established on the surrounding projects which also contain wetland areas.
The U.S. Army Corps of Engineers has previously issued a permit for this
project pursuant to the Deltona Agreement.
WETLAND INVENTORY - NEW CONCEPTUAL - SOUTHWOODS PUD
Cypress Marsh Trans. Mix Forest Totals
Total Wet. AC 4.8 0 0 0 4.8
Wet. Preserved 4.8 0 0 0 4.8
Wet. Impacted 0 0
Wet. Disturbed = 0
Wet. Improved 0
Wet. Created 0
Uplands Wetlands
Other -Compensation N/A N/A
SYSTEM OPERATION:
Christiansen Wilbur M & Danca Gary L, Trustees Of Wilson, Miller, Barton, Sole
& Peek Trust
PROPOSED LAND USE(S):
Residential
Commercial
5
0
•
WATER USE PERMIT STATUS:
A Water Use permit is not required for this project.
DRI STATUS:
This project falls below all DRI minimum thresholds.
SAVE OUR RIVERS:
The project is not within or adjacent to lands under consideration by the Save
Our Rivers program.
SWIM BASIN:
The project is not within nor does it discharge directly to a
designated SWIM basin.
RIGHT -OF -WAY -PERMIT STATUS: _
A Right -of -Way Permit is not required for this project.
ENFORCEMENT ACTIVITY:
There has been no enforcement activity associated with this application.
THIRD PARTY INTEREST:
No third party has contacted the District with concerns about this
application.
WELL FIELD ZONE OF INFLUENCE:
The project is not located within the zone of influence of a wellfield.
PRIMARY ISSUES RESOLVED:
Wetland protection under the Deltona Agreement.
6
Appendix D
Original Ditch Calculations from Original Pelican Lake Review
and Approval by SFWMD
(Pelican Lake)
WILSON, MILLER, BARTON
& PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects,
Environmental Consultants & Construction Managers
.............
66.0 . ..... ...... ... ... . ..... ....... ........ ....
eb S.... .......
........... .......... -
vt
.. ... ...... . .......... . ..... .... --f, . . .. . .......... ...........
............ . ...... . ........... . . .. . ..... . ...... ...... ... .. ........... . .... ........ . .. ... .. . .. . ....... . . . ...... .. ...... ....... . .. ......
........... .......... .. ...........
. .............. ... .......... ru . ... ..... .............
.. . . ....... .. ............. ............. ..... .....
. ........... . .... ...... .... ..... . .... . ........... :
WILSON, MILLER, OTON
& PEEK, INC.
Engineers, Planners, Surveyors, Landscape Architects,
Environmental Consultants & Construction Managers
Project S6 U w 1 ' (.-41441AV
W.O. #
Calculated By Date - ?0 -mil Z
Checked By r �% /� Date - Z2-ai
Sheet of Scale N
....
- -- --
................... .... _ ....... ...... _...... .... ..... ............
.
Appendix E
SFWMD Permit No. 11-01954-P, Application #001108-18
(Casa Del Lago aka Copper Cove)
(3
LAST DATE FOR GOVERNING BOARD AC;"iON:
AUGUST 9, 2001
Subject, LO O)VO- ing
Board Approval
ENVIRONMENTAL RESOURCE PERMIT STAFF REVIEW SUMMARY
I . At , NISTRATIVE
APPLICATION NUMBER: 001108-18
PERMIT NUMBER: 11-01954-P
PROJECT NAME: CASA DEL LAGO
LOCATION: COLLIER COUNTY,
10riginal ERP Approval for Copper Cove
Treasure Cove Blvd is referred to as "Ac
511,14,15/T51S/R26E
APPLICANT'S NAME: DOLPHIN COVE MANAGEMENT INC
OWNER'S NAME AND ADDRESS: DOLPHIN COVE MANAGEMENT INC
2000 ROYAL MARCO WAY 310
MARCO ISLAND, FL 34145 �
ENGINEER: TURRELL AND ASSOCIATES INC
II. PROJECT DESCRIPTION
PROJECT AREA: 94.73 acres DRAINAGE AREA:
WbIRICT DRAINAGE BASIN: COASTAL BASIN
RECEIVING BODY: FIDDLERS CREEK SPREADER WATERWAY
CLASSIFICATION: CLASS III
PURPOSE:
No Mention of "Access F
aka Treasure Cove Blvd
designed to connect to F
nor receiving off -site flov
94.73 acres
This application requests an Enviroomental Resource Permit authorizing
Construction and Operation of a surface water management system to serve a
94.73 acre project. This is a si,,gle family, motor coach resort,home
community which discharges through area drainage ditches with outfall to t'
waters, by way of Fidd'ier's Creek. dal
BACKGROUND:
The site is located within ,:;,' Deltona Settlement Agreement area,
There are no existing permits for this project site, The lands are
undeveloped at this time.
�1
EXISTING FACILITIES:
The project is located in south Collier County, situated approximately
.75 miles east of isle ,of Capri Road (C.R. 951), south It is sisi its intersection
With U.S. 41. The project area abuts the Fiddler's Creek development along
its south border, and the Silver Lakes and Pelican Lake developments along its
west border. A location map is attached as Exhibit 1,
Runoff 'From the site sheetf1ows generally south and east to existing swales at
the pLrimeter of the property. The swales convey the discharges toward an
existing flowway that conveys the flows south to 'the existing spreader
waterway located south of Fiddler's Creek development.
The project is in the U,S. 41 outfall basin, and is limited by Collier Count
Ordinance 90-10 to a post development discharge of 0.15 cfs/acre. y
PROPOSED FACILITIES:
The project is a single family residential development configured t
lots located on internal circulation roads, Access is from C.R. to180
existing Championship Drive, which will be extended eastward as part of this
pr',ject, from its present ending to tr1e project site. The 94,73 acre project
,1te, and the 3.36 acre road easement will be served by separate surface water
management systems.
The surface water management system for the applicant -owned 94.73 acre tract
is based on runoff from the developed area being conveyed by sheetflow, or to
a system of catch basins, to one of three 'interconnected wet detention lakes
for water quality 'treatment and attenuation. A water quality volume of 6.68
acre feet is provided, based on 1" over the developed area of 80,18 acres, A
recreation area with parking is configured with dry pretreatment areas prior
to discharge to a Lake, A volume of o,14 ac,ft, in dry detention swales is
provided 'to meet the requirement -for the 'first 1/2"
recreation area, Control Structuof runoff from the
re CS-1 discharges to an adjoining county
swale and flows are conveyed through existing local drainage ditches to -the
adjoining fiddler's Creek spreader waterway,
with two 12" diameter circular orifices set withetheirrinvertuelevationfitted
control elevation of 3,5' NGUD. Dischar e the
is lim,tari
con han i
0 LeTor InIs basin,
The access road to the project is in a 60' wide public road easement area, a
extends approximately 2,260 l,f, from the project property line to connect and N O IV the existing Championship Drive, Runoff from the roadway is conveyed to
a roadside swale, by sheetflow and Cat�,h basins, for water ay is Roac
attenuation, A dry detention Water quality volume of 9,150gc,f. quality and
to mnet the requirements of 1" over 'the roadway site area of 3.36 acres, Cone
Cont,31 structure CS-2 is configured with a 3" diameter circular orifice it S g E
invert elevation of 3,5' NGVD, Discharge is to the existing Champianshi With
Drive roadside swale which conveys slaws westward to the. C,R, 951. roadside ditch
ditch. site fl
2
112
The project is designed for the 25 year, 3 day storm event. The perimeter
minimum berm elevation is 5.6' NGVD, and the minimum centerline elevation of
projec, cravelways is 5.6' NGVD.
The surface water management systems will be constructed in the initial phase
of the project and will be completed and operational to receive surface water
runoff from the lots, as they are constructed.
BASIN INFORMATION:
WSWT Normal/Dry
Area Elev _ Ctrl Ele► Method of
No Mention of
aka Treasure (
designed to co
nor receiving c
SITE
80.18 3.50
- 3.5/3.5
WETLAND INDICATOR
ROAD
3.36 3.50
3.5/3.5
WETLAND INDICATOR
ELEVATION
DISCHARGE
STRUCTURE INFORMATION:
Water Quality Structures:
Invert
Str.
Elev.
Basin
# Bleeder ypi
Dimensions
NGVD)
SITE
1. CIRCULAR ORIFICE
1' dia.
_ _(ft.
3.50
SITE
1 CIRCULAR ORIFICE
1' dia.
3.60
ROAD
I CIRCULAR ORIFICE
,25' dia.
3 50
Discharge Culverts:
Str.
Basin
# Descri tion
SITE
231' l olig , 1. 5'
dia, RCP
ROAD
1 8' long, 1.25'
dia, RCP
Receivino
Bod,.
n
Str. Recelving
ROAD 1 CXISf, QITCH & SWALES �'b'COASTAL WATERS
III. PROJECT r.UAL�I_ A�p�
Discharge Rate:
As shown in the table below, the proposed project discharge is within the
allowable limit for the area.
Discharge Storm Frequency: 25 YR/30AY
Allow
Disch
J
go"
ROAD 5
WATER QUALITY:
Dater quality for the site ;s based on the requirements for
developed area, or 6.68 acre feet. ill lakes system. Additionally, The required volume is provided inver theis provided to meet the requirement of 112" of runoff dry pretreatment in the amount: of 0.14 acre feet
and parking prior to discharge to the lakes system f from the recreation area
Water quality for the access road to the site is base o
ff
the developed area, or 0.21 acre feet d n 1 " of,��n
detention swales along the access road, The required volume is m�tin dry
Method of
Design Rainfall:
Design
Disch
90-10 _-- , Ur.vi,Y/ilvUt
COLLIER COUNTY ORDINANCE
90-10
.5
IN
9.20
Design
Stage
ft NGVi
5 52
5
Basin
Trer tment
Vol
Vol
Me 11d
,J
Ike' rd.
Racyfi
ROAD
80,13 acres WEI DETENTION
3.36
acQft
6,68
acres DRY DFTENTION
6,68
0,21
0,21
ROAD DESIGN:
As shown in the Following table
above the calculated design stormmfloodm road center lines hion.ave been set at or
Design Storm Freq: 25YR/3DAY
Design Rainfall: 9.22 inches
No Mentior
aka TreasL
designed tc
nor receivir
4
E
M_
Flood Elevation Minimum Centerline
Basin (ft., NGVD) _ Elevation (ft, NGVD)
SITE 5.58 5.6
ROAD 5.58 5.6
FINISHED FLOORS:
As shown in the following table, minimum finished floor elevations have been
set at or above the calculated design storm flood elevation.
Design Storm Frequency; 100YR/3DAY Design Rainfall: 11.40 inches
Minimum
Flood Elevation FEMA Elevation Design Elev
ITE
PARKING LOT DESIGN:
As shown in the following table, minimum parking lot elevations have been set
at or above the calculated design storm flood elevation.
Design Storm Frequency: 25YR/1DAY Design Rainfall: 9.20 inches
Basin Flood Elevation Minimum Centerline Elevation
I _ (ft., NGVD) (ft, NGVD)
SITE 5.58 _— 5.6
IV. EWiRONMENTAL ASSESSMENT
PROJECT SITE DESCRIPTION:
The project is located within the Development Area of the Deltona Settlement
Agreement. There are 63.78 acres of wetlands which consists of low pine
flatwoods, mixed cypress and pine forest, cabbage palm, and wax myrtle forest.
A powerline easement divides the site. The northern section mainly consists of
disturbed uplands vegetated with Brazilian pepper, The southwestern and
eastern corners contain upland pine flatwoods and saw palmetto prairie. All
wetland impacts are addressed as part of this application,
ENDANGERED, THREATENED & SPECIES OF SPECIAL CONCERN SUMMARY:
This permit does not relieve the applicant from complying with all applicable
rules and any other agencies' req(,irements.
L{33;IfIH IY)1lV:lSiddr � l mn ,
f
•r��'
p
M0138 335 HaJ
k
r71tEt1N0.:) UQJ
80+zz Yl5
vj ? to yr . iSji� t yr a� .
OF
1 ,
,. •� rr i. ,rTA,.T3 ,,�t xf
tlf+
? >r T I. i{ {li! ! • S �, r� '. - �L
gyp$ !:
d, 1• '+.i�r�R ! I
M, Pic
11,1 1i j .III
eP
y u I
lit11:1 all
Vj
Ij
No Mentic
aka Treas
designed 1
IIf� ,,.� nor 114
receivl
!11 1�1
! I r� I i4 ! 4 -� � R I 8✓, i V
Ili {, alpF 1 r � ��.: i -�� I' •f r f �� p .�
f�
- r
' - �11oer ��s Nalivnrri�a� aa�
00+ZL 'VLF 3N1� H01vYl
-L
it
. MR
L&WnflN tOl
-91 9
fly
ir
.C1
En
z
&
z
�No Mentio
. aka Treas
I designed I
11nor receiv
'420
Appendix F
Roadway Plans
(Casa Del Lago Blvd aka Treasure Cove Blvd)
17
z
�
�
—
3�
S
Li
m
m
D
�
�
q�
\ �
� #
�
--
��
�
71 @
'RI4
,/ V
N
LLI
i W
9
LLJ
Cl
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j
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cZ
C
Appendix G
SFWMD Permit No. 11-01954-P, Application #041214-20
(Copper Cove)
erp_staff_report.rdf
Last Date For Agency Action: 04-OCT-2005
GENERAL ENVIRONMENTAL RESOURCE PERMIT STAFF REPORT
Project Name:l Copper Cove Preserve I
Permit No.: -
Application No.: 041214-20 Associated File: 050311-5 WU
050405-5 WU
Application Type: Environmental Resource (General Permit Modification)
Location: Collier County, S11,141T51SIR26E
Permittee : Colonial Homes Inc
Operating Entity : Copper Cove Preserve Community Association, Inc. -
Project Are acres ■
Project Land Use: Residential
Drainage Basin: WEST COLLIER Sub Basin: COASTAL BASIN
Receiving Body: Fiddlers Creek Spreader Waterway Class: CLASS III
Special Drainage District: NA
Mitigation Previously Permitted: Yes
Conservation Easement To District: No
Sovereign Submerged Lands: No
f
:. .. ;--
PROJECT _PURPOSE.. .:'%
This application is a request for a modification of an Environmental Resource Permit authorizing
construction and operation of a surface water management system serving 94.73 acres of a residential
development known as Copper Cove Preserve with discharge into Fiddlers Creek Spreader Waterway.
App.no.: 041214-20 Page 1 of 5
erp_staff report.rdf
PROJECT EVALUATION:
PRpJECT:SITE ,bESCRIPTIpN:..
The project site is located south of Tamiami Trail, east of CR 951, and north of Championship Drive in
Naples, Collier County, Florida, The Fiddler's Creek development bounds the site on the east and south,
the Quail Roost mobile home community bounds the site on the north, and the Silver Lakes and Pelican
Lake RV Resort communites bound the site to the west. Two location maps are attached as Exhibits 1.0
& 1.1.
The project site was previously permitted as the Casa Del Lago RV Resort. The wetlands onsite were
addressed under the original permit and are a part of the Deltona Settlement Agreement area. The
agreement provides for the wetland mitigation for this property as well as others in the vicinity.
PROPOSED —PROJECT.._— ---
The proposed project involves a layout modification of the previously permitted residential developments.
The proposed project consists of the construction 94.73 acres of a residential development containing 137
single-family lots, 154 multi -family units, clubhouse, pool, internal roadways, associated parking and a
surface water management system. Stormwater runoff associated with the site is conveyed through catch
basins and culverts into the surface water management system which consists of four (4) wet detention
lakes. The improvements also involve adding 21.3 acre area into this surface water management system.
This 21.3 acre area, part of the overall 94.73 acre project area; was previously permitted to Flow into the
Quail Roost development. To account for this change, this area is also being removed from the Quail
Roost development under Permit No. 11 -001 94-S/Application No. 040907-13.
A wet detention volume of 9.78 ac-ft is provided to meet water quality volume requirement, equivalent to
1" over the 78.22 acres of the controlled basin area, plus an additional 50 percent of the required water
quality volume.
The project has been designed to provide attenuation under post development conditions. The anticipated
post -development peak discharge during the 25 year, 3 day stdrm event is 9.03 cfs, which is less than the
allowable discharge of 9,39 cis as established by Collier County Ordinance 2001-57.
LANb USE.
Construction:
Project:
This Phase
Building Coverage
26.63
acres
Lake
7.69
acres
Pavement
9.27
acres
Pervious
34.63
acres
Preserved
16.51
acres
Total: 94.73
WATER QUANTITY ;
Discharge Rate:
App.no.: 041214-20 Page 2 of 5
erp_staff—report. rdf
The project has been designed to provide attenuation under post development conditions. The anticipated
post -development peak discharge during the 25 year, 3 day storm event is 9.03 cfs, which is less than the
allowable discharge of 9.39 cfs as established by Collier County Ordinance 2001-57.
Control Elevation :
Basin Area Ctrl Elev WSWT Ctrl Elev Method Of
(Acres) ( ft, NGVD) (ft, NGVD) Determination
Basin 1
Receiving Body
Basin
Basin 1
78.22 3.513.5 3.50 Previously Permitted
Str.# Receiving Body _
CS-1 Fiddlers Creek Spreader Waterway
Discharge Structures: Note: The units for all the elevation values of structures are ( ft, NGVD)
Weirs:
Basin Str# Count Type Width Height Length Dia. _ Elev.
Basin 1 CS-1 1 Sharp Crested 1.63' 4.66 (crest)
Water Quality Structures: Note: The units for all the elevation values of structures are ( ft, NGVD)
Bleeders:
Basin Str# Count Type Width Height Length Dia. Invert Invert Elev.
Angle
Basin 1 CS-1 1 Circular Orifice .73' 3.5
WATER 'QUALITY: _
Four (4) wet detention lakes provide 9.78 ac-ft of water quality volume requirement, equivalent to 1" over
the 78.22 acres of the controlled basin area, plus an additional 50 percent of the required water quality
volume.
No adverse water quality impacts are anticipated as a result of the proposed project.
End4ngered Species,''
Wetlandimpacts on this project were addressed under the original permit and mitigation has been
provided under the Deltona Settlement Agreement. This permit does not relieve the applicant from
complying with all applicable rules and any other agencies' requirements if, in the future,
endangered/threatened species or species of special concern are discovered on the site.
CERTIFICATION AND :MAINT,04 I+1fCE OF T.HE WATER:MANAGEMENT SYSTEM,,.
It is suggested that the permittee retain the services of a Professional Engineer registered in the State of
Florida for periodic observation of construction of the surface water management (SWM) system. This will
facilitate the completion of construction completion certification Form #0881 which is required pursuant to
Section 10 of the Basis of Review for Environmental Resource Permit Applications within the South Florida
Water Management District, and Rule 40E-4361(2), Florida Administrative Code (F.A.C.).
Pursuant to Chapter 40E-4 F.A.C., this permit may not be converted from the construction phase to the
operation phase until certification of the SWM system is submitted to and accepted by this District. Rule
40E-4.321(7) F.A.C. states that failure to complete construction of the SWM system and obtain operation
phase approval from the District within the permit duration shall require a new permit authorization unless a
App.no.: 041214-20 Page 3 of 5
erp_staff_report.rdf
permit extension is granted.
For SWM systems permitted with an operating entity who is different from the permittee, it should be noted
that until the permit is transferred to the operating entity pursuant to Rule 40E-1.6107, F.A.C., the permittee
is liable for compliance with the terms of this permit.
The permittee is advised that the efficiency of a SWM system will normally decrease over time unless the
system is periodically maintained. A significant reduction in flow capacity can usually be attributed to partial
blockages of the conveyance system. Once flow capacity is compromised, flooding of the project may
result. Maintenance of the SWM system is required to protect the public health, safety and the natural
resources of the state. Therefore, the permittee must have periodic inspections of the SWM system
performed to ensure performance for flood protection and water quality purposes. If deficiencies are found,
it is the responsibility of the permittee to correct these deficiencies in a timely manner.
App.no.: 041214-20 Page 4 of 5
erp_staff_report.rdf
RELATED CONCERNS:
Water Use Permit Status:
The applicant has indicated that a groundwater well will be used as a source for irrigation water for the
project. Water Use application number 050405-5 is being processed concurrently for this project.
The applicant has indicated that dewatering is not required for the construction of lakes on this project.
Please see Special Condition #15. Dewatering for utilities, however, is required for construction on this
project and water use application number 050311-5 for dewatering is being processed concurrently with
this ERP.
This permit does not release the permittee from obtaining all necessary Water Use authorization(s) prior
to the commencement of activities which will require such authorization, including construction dewatering
and irrigation, unless the work qualifies for a No -Notice Short -Term Dewatering permit pursuant to
Chapter 40E-20.302(3) or is exempt pursuant to Section 40E-2.051, FAC.
Historical/Archeological Resources:
No information has been received that indicates the presence of archaeological or historical resources or
that the proposed activities could cause adverse impacts to archaeological or historical resources.
DCAICZM Consistency Review:
The District has not received a finding of inconsistency from the Florida Department of Environmental
Protection or other commenting agencies regarding the provisions of the federal Coastal Zone
Management Plan.
Enforcement:
There has been no enforcement activity associated with this application.
STAFF REVIEW:
DIVISION APPROVAL:
NATURAL RESOURCE MANAGEMENT:
Edward Cronyn
SURFACE E AN MENT:
William Foley,'P.E.
DATE:
i
DATE:...
App.no.: 041214-20 Page 5 of 5
LOCATION MAP
N.S.S.
EXHIBIT i a
Appendix H
Pelican Lake RV Resort Watershed Drainage Exhibit A
Dan
i"
w
0
Appendix
Pelican Lake RV Resort Watershed Drainage Exhibit B
4 .
�
}rtfy �--• r �
ka.
— ry
-� Y ►1. a-�
f� a
■ �I -� e r rz.-w�.
,� Vo:
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u
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Y
nrrr ��} 'd
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011
Y x�
qt
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Y ash
r", t
iMWI V.
--ram J..
4.
� i s
Ile
Appendix J
Pelican Lake RV Resort Watershed Drainage Exhibit C