110307-4_drainage report86187

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FOR AGENCY USE ONLY

ACOE Application # DEP/WMD Application # _________________________

Date Application Received Date Application Received _______________ _______

Proposed Project Lat. ° ‘ “ Fee Received $ _________________________________

Proposed Project Long. ° ‘ “ Fee Receipt # ___________________________________

SECTION A PART 1:

Are any of the activities described in this application proposed to occur in, on, or over wetlands or other

surface waters? X yes no

Is this application being filed by or on behalf of a government entity or drainage district?

yes X no

A. Type of Environmental Resource (check at least one)

Noticed General - include information requested in Section B.

Standard General (Single Family Dwelling)-include information requested in Sections C and D.

X Standard General (all other projects) - include information requested in Sections C and E.

Individual (Single Family Dwelling) - include information requested in Sections C and D.

Individual (all other projects) - include information requested in Sections C and E.

Conceptual - include information requested in Sections C and E.

Mitigation Bank Permit (construction) - include information requested in Sections C and F.

( If the proposed mitigation bank involves the construction of a surface water management system requiring

another permit defined above, check the appropriate box and submit the information requested by the

applicable section. )

Mitigation Bank (conceptual) - include information requested in Sections C and F.

B. Type of activity for which you are applying (check at least one)

Construction or operation of a new system including dredging or filling in, on or over wetlands and

other surface waters.

Alteration and operation of an existing system which was not previously permitted by a WMD or DEP.

X Modification of a system previously permitted by a WMD or DEP. Provide previous permit numbers:

SFWMD Permit No. 48-00714-S, Appl. Nos. 940609-1 and 000912-14

X Alteration of a system Extension of permit duration Abandonment of a system

Construction of additional phases of a system Removal of a system

C. Are you requesting authorization to use State Owned Lands? yes X no

(If yes include the information requested in Section G.)

D. For activities in, on or over wetlands or other surface waters, check type of federal dredge and

fill permit requested:

Individual Programmatic General

General X Nationwide Not Applicable

E. Are you claiming to qualify for an exemption? yes X no

If yes provide rule number if known .

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OWNER(S) OF LAND

ENTITY TO RECEIVE PERMIT (IF OTHER THAN OWNER) NAME Jim Durham

NAME Kathryn B. Kolbo, P.E.

ADDRESS P.O. Box 10000

ADDRESS 1900 Hotel Plaza Boulevard, P.O Box 10170

CITY, STATE, ZIP Lake Buena Vista, FL 32830

CITY, STATE, ZIP Lake Buena Vista, FL 32830-0170

COMPANY AND TITLE

Walt Disney Parks and Resorts U.S., Inc. –

Vice President

COMPANY AND TITLE Reedy Creek Improvement District

Planning and Engineering Manager

TELEPHONE (407) 827-4173 FAX

TELEPHONE ( 407 ) 828-2250 FAX ( 407 ) 828-2560

AGENT AUTHORIZED TO SECURE PERMIT (IF AN AGENT IS USED)

CONSULTANT (IF DIFFERENT FROM AGENT)

NAME

NAME Brian Forster, P.E.

COMPANY AND TITLE

COMPANY AND TITLE PBS&J, Project Manager

ADDRESS

ADDRESS 482 South Keller Road

CITY, STATE, ZIP

CITY, STATE, ZIP Orlando, FL 32810

TELEPHONE () FAX ()

TELEPHONE ( 407 ) 647-7275 FAX ( 407 ) 647-0551

Name of project, including phase if applicable Project 2011-1

Is this application for part of a multi-phase project? yes X no

Total applicant-owned area contiguous to the project 27,544 ac

Total project area for which a permit is sought 14.80 ac

Impervious area for which a permit is sought 6.28 ac

What is the total area (metric equivalent for federally funded projects) of work in, on, or over wetlands or other

surface waters?

0.99 (SW) 0.28 (WT) = 1.27 acres square feet hectares square meters

Number of new boat slips proposed. 0_____

Project location (use additional sheets, if needed)

County(ies) Orange__________________________________________________________

Section(s) 11, 1 Township 24S Range _ 27E _

Land Grant name, if applicable N/A__________________________ _

Tax Parcel Identification Number 11-24-27-0000-00-002, 11-24-27-0000-00-005, 11-24-27-0000-00-004___

Street address, road, or other location 4401 Floridian Way _ __

City, Zip Code if applicable Bay Lake, FL 32830__ __ ___

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Describe in general terms the proposed project, system, or activity.

Construct a surface water management system consisting of five (5) dry detention ponds and one (1) wet

detention pond to serve a 13.10-acre project. Proposed improvements include a building with associated

parking areas and utilities. The project will also construct 1.70 acres of 100-year floodplain compensation

areas, for a total project area of 14.80 acres.

If there have been any pre-application meetings, including at the project site, with regulatory staff, please list

the date(s), location(s), and names of key staff and project representatives.

N/A __________________________________

Please identify by number any MSSW/Wetland resource/ERP/ACOE Permits pending, issued or denied for

projects at the location and any related enforcement actions.

Agency Date No.\Type of Application Action Taken

ACOE 11/15/90 199101901 Issued

SFWMD 09/10/92 48-00714-S (Conceptual MSSW) Issued for Appl. No. 920205-9

SFWMD 07/27/94 48-00714-S (MSSW, Permit Mod.) Issued for Appl. No. 940609-1

SFWMD 12/15/00 48-00714-S (ERP, Permit Mod.) Issued for Appl. No. 000912-14

Note: The following information is required only for projects proposed to occur in, on or over wetlands that

need a federal dredge and fill permit and/or authorization to use state owned submerged lands and is not

necessary when applying solely for an Environmental Resource Permit. Please provide the names, addresses

and zip codes of property owners whose property directly adjoins the project (excluding applicant). Please

attach a plan view showing the owner's names and adjoining property lines. Attach additional sheets if

necessary. N/A

1. 2. ________________________________________

_______________________________________ _

__________________________________ _____ _

3. 4. __________________________________________

____________________________________________

____________________________________________

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SECTION C Environmental Resource Permit Notice of Receipt of Application

This information is required in addition to that required in other sections of the application. Please submit five copies of this notice of receipt of

application and all attachments with the other required information. PLEASE SUBMIT ALL INFORMATION ON PAPER NO LARGER THAN 2' x 3'.

Project Name: Project 2011-1 __________________________________ _____

County: Orange _______________________________ ___

Owner: Walt Disney Parks and Resorts U.S., Inc.

Applicant: Reedy Creek Improvement District ______ ____

Applicant's Address: 1900 Hotel Plaza Boulevard, P.O Box 10170 ____ Lake Buena Vista, FL 32830-0170 _____

1. Indicate the project boundaries on a USGS quadrangle map. Attach a location map showing the boundary of the proposed activity.

The map should also contain a north arrow and a graphic scale; show Section(s), Township(s), and Range(s); and must be of

sufficient detail to allow a person unfamiliar with the site to find it. Attached

2. Provide the names of all wetlands, or other surface waters that would be dredged, filled, impounded, diverted, drained, or would

receive discharge (either directly or indirectly), or would otherwise be impacted by the proposed activity, and specify if they are in an

Outstanding Florida Water or Aquatic Preserve: An impact to Wetland 3.2A will be taken with this application to construct Compensating Storage Site 2. Discharge to Reedy Creek (Class III) via surface water management ponds, wetland systems and Reedy Creek Improvement District L-405A Canal.

3. Attach a depiction (plan and section views), which clearly shows the works or other facilities proposed to be constructed. Use multiple

sheets, if necessary. Use a scale sufficient to show the location and type of works. Attached

4. Briefly describe the proposed project (such as "construct a deck with boatshelter", "replace two existing culverts", "construct surface

water management system to serve 150 acre residential development"): Construct surface water management system consisting of five (5) dry detention ponds and one (1) wet detention pond to serve a 13.10-acre project. The project will also construct 1.70 acres of 100-year floodplain compensation areas, for a total project area of 14.80 acres.

5. Specify the acreage of wetlands or other surface waters, if any, that are proposed to be disturbed, filled, excavated, or otherwise

impacted by the proposed activity: A previously permitted 0.28 acre impact to Wetland 3.2A will be taken with this application to construct Compensating Storage Site 2. 0.99 acre of surface waters (Seven Seas Lagoon) are proposed to be filled but have not been previously permitted for impact.

6. Provide a brief statement describing any proposed mitigation for impacts to wetlands and other surface waters (attach additional

sheets if necessary): Mitigation is not required for the wetland impact since it was previously permitted. Mitigation is not required for the proposed impacts to surface waters.

FOR AGENCY USE ONLY

Application Name:

Application Number: ___________________________________________________________________________________________

Application where the application can be inspected: __________________________________________________________________

___________________________________________________________________________________________________________

___________________________________________________________________________________________________________

SECTION E

Part 1

SITE INFORMATION

I - 1

PROJECT 2011-1

Orange County, Florida

Application to SFWMD for Environmental Resource Permit Modification

Project Summary

Walt Disney Parks and Resorts U.S., Inc. is seeking Construction Permit Approval for 14.80 acres of

proposed improvements in Section 11, Township 24 South, Range 27 East, in Orange County, Florida.

The project area is 13.10 acres and is located adjacent to and south of south of Disney’s Grand Floridian

Resort feature swimming pool and bar facilities on the west shore of Seven Seas Lagoon. Improvements

proposed with this application include a new building, an access roadway, parking areas, hardscape,

landscape and irrigation, utilities and surface water management system. The project will also include

1.70 acres of 100-year floodplain compensation areas for floodplain impacts caused by construction of the proposed building, for a total project area of 14.80 acres.

Water quality treatment for Project 2011-1 will be provided in five (5) proposed dry detention stormwater

ponds and one (1) proposed wet detention stormwater pond. The proposed system of dry detention ponds

(Ponds 1 - 5) will provide 0.75 inch or greater of water quality treatment to its combined drainage basin.

The site of the proposed building contains two (2) existing interconnected dry detention stormwater ponds

which serve a 1.56-acre basin for the aforementioned feature pool and bar facilities (SFWMD Permit No.

48-00714-S, Application No. 000912-14, Grand Floridian Pool Feature). These existing ponds will be

eliminated with the proposed building construction, but the proposed dry detention pond system will

continue to provide treatment for the 1.56-acre pool facilities basin.

The proposed wet detention pond (Pond 6) will provide 1 inch or greater of water quality treatment to its

drainage basin. The site of the proposed parking lot contains an existing parking lot and wet detention

stormwater pond as part of a 4.73-acre basin for Disney’s Wedding Pavilion and associated parking lot

(SFWMD Permit No. 48-00714-S, Application No. 940609-1, Disney Wedding Chapel). The existing

wet detention pond will be relocated to the south end of the 13.10-acre project area and expanded to

provide treatment for the proposed parking lot and the reconfigured Wedding Pavilion parking lot, in

addition to the remaining Wedding Pavilion facilities building and paved drop-off.

Compensating storage for the proposed encroachment into the 100-year floodplain of Seven Seas Lagoon

will be provided in two (2) areas totaling 1.70 acres (100-Year Floodplain Compensation Sites 1 and 2)

east of the main project site and immediately adjacent to Bay Lake, which is interconnected with Seven

Seas Lagoon.

The attached SFWMD Environmental Resource Permit Application is for Construction Approval of the

proposed surface water management system for Project 2011-1. The following required technical

information about the project is provided in the format listed in Section E of Form 0971 “Joint

Application for Environmental Resources Permit / Authorized to Use State Owned Submerged Lands /

Federal Dredge and Fill Permit”.

I - 2

SECTION E

INFORMATION FOR STANDARD GENERAL, INDIVIDUAL, CONCEPTUAL APPROVAL

ENVIRONMENTAL RESOURCE PERMITS FOR PROJECTS NOT RELATED TO A SINGLE

FAMILY DWELLING UNIT

Please provide the information requested below of the proposed project requires either a standard

general, individual, or conceptual approval environmental resource permit, and is not related to an

individual, single family dwelling unit, duplex or quadraplex. The information listed below

represents the level of information that is usually required to evaluate an application. The level of

information required for a specific project will vary depending on the nature and location of the

site and the activity proposed. Conceptual approval permits generally do not require the same level

of detail as a construction permit, however, providing a greater level of detail will reduce the need

to submit additional information at a later date. If an item does not apply to your project, proceed

to the next item. Please submit all information on paper no larger than 24” x 36”.

A. Location Map

Provide a map (s) of the project area and vicinity delineating USDA/SCS soil types.

Aerial-based location maps and soils maps of the main project site and the two floodplain compensation

sites are provided in Section 8 of this report.

The SCS soil types within the main project area are:

1 - Arents, Nearly Level

34 - Pomello Fine Sand, 0 to 5 Percent Slopes

The SCS soil types within the Floodplain Compensation Site 1 project area are:

1 - Arents, Nearly Level

The SCS soil types within the Floodplain Compensation Site 2 project area are:

41 - Samsula-Hontoon, Depressional

50 - Urban Land

99 - Water

B. Aerial Photograph

Provide recent aerials, legible for photointerpretation with a scale of 1” = 400 ft, or more detailed,

with project boundaries delineated on the aerial.

Aerial photographs of the three project sites are provided in Section 8.

C. Water Levels of On-Site Water Bodies

Identify the seasonal high water or mean high tide elevation and normal pool or mean low tide

elevation for each on site wetland or surface water, including receiving waters into which runoff

I - 3

will be discharged. Include dates, datum, and methods used to determine these elevations.

The normal water level (NWL) of Seven Seas Lagoon adjacent to the main project site is elevation 94.5.

The NWL of Bay Lake adjacent to the floodplain compensation sites is also 94.5. The control elevation

of the existing onsite dry detention ponds serving the feature pool and bar facilities is elevation 95.5. The

NWL of the existing wet detention pond serving the Wedding Pavilion area is 94.0. The NWL of the

existing Magnolia Golf Course Pond west of the site and connected to the Reedy Creek Improvement

District (RCID) L-405A Canal is 90.4. All elevations are in feet, National Geodetic Vertical Datum of

1929 (NGVD 29).

D. Wet Season High Water Tables

Identify the wet season high water tables at the locations representative of the entire project site.

Include dates, datum, and methods used to determine these elevations.

Groundwater level measurements were made in 8 Standard Penetration Test (SPT) borings and 17 auger

borings at the main project site by Professional Service Industries, Inc. (PSI) in May and September 2010,

and presented in their report entitled “Design Level Geotechnical Services, Project 2011-1, PSI Project

No. 0757425” dated December 13, 2010. As concluded by PSI in their report, groundwater levels in the

soil at the main project site are expected to be at or slightly above Seven Seas Lagoon NWL elevation

94.5 for most of the year.

A copy of PSI’s report is included in Appendix E. All elevations are in feet, NGVD 29.

SECTION E

Part 2

ENVIRONMENTAL CONSIDERATIONS

II - 1

A. Wildlife Surveys and Agency Comments

Provide results of any wildlife surveys that have been conducted on the site, and provide any

comments pertaining to the project from the Florida Game and Fresh Water Fish Commission and

the U.S. Fish and Wildlife Service.

Clearing and grubbing activities for site development may impact gopher tortoise habitat. As per special

condition #19 of Permit No. 48-00714-S:

"This permit conceptually authorizes impacting the habitat of such species within development

areas, provided that the FGFWFC has confirmed, or hereafter does confirm either by permit,

letter or agreement, whichever is required, that impacting the habitat of such species:

A) Does not jeopardize the continued existence of that species; or

B) Has been adequately mitigated pursuant to the rules or criteria of the FGFWFC, utilizing on-

site, off-site or other forms of mitigation allowed by the FGFWFC."

A "Permit for the Taking of Gopher Tortoises and Their Burrows", # OSC-4, has been issued by the

Florida Game and Fresh Water Fish Commission (FGFWFC) to Disney Development Company, dated

November 12, 1992.

B. On-Site Wetlands and Surface Waters Preservation

Provide a description of how water quantity, quality, hydroperiod, and habitat will be maintained

in on-site wetlands and other surface waters that will be preserved or will remain undisturbed.

A 0.28-acre impact to Wetland 3.2A is being proposed with this application to construct Compensating

Storage Site 2. 1.38 acres of Wetland 3.2A was previously permitted for impact.

Seven Seas Lagoon within the project limits of the main project site is considered a SFWMD

jurisdictional waterbody. The proposed 0.99-acre fill impact to Seven Seas Lagoon for construction of

the site is a new impact being sought with this permit.

C. Mitigation Plans

Provide a narrative description of any proposed mitigation plans, including purpose,

maintenance, monitoring, and construction sequence and techniques, and estimated costs.

The 0.28-acre impact to Wetland 3.2A was previously permitted for impact, therefore, mitigation plans

are not required. Also, impacts to jurisdictional waterbodies do not require mitigation. Therefore, this

section is not applicable.

D. Determination of Wetlands and Surface Water Boundaries

Describe how boundaries of wetlands or other surface waters were determined. If there has ever

been a jurisdictional declaratory statement, a formal wetland determination, a formal

determination, a validated informal determination, or a revalidated jurisdictional determination,

provide the identifying number.

II - 2

There are no wetlands surrounding or within the main project site. The wetlands south of Floodplain

Compensation Sites 1 and 2 were delineated with Permit No. 48-00714-S, Application No. 920205-9.

E. Impact Summary Tables

1. For all projects, complete Table 1, 2 and 3 as applicable.

A revised Table 11 (Accounting System for Tracking SFWMD Permitted Wetland Impacts)

reflecting the proposed wetland impact, is included in Appendix F.

2. For docking facilities or other structures constructed over wetlands or other surface

waters, provide the information requested in Table 4.

N/A

3. For shoreline stabilization projects, provide the information requested in Table 5.

N/A

3. For shoreline stabilization projects, provide the information requested in Table 5.

N/A

SECTION E

Part 3

PLANS

III - 1

Provide clear, detailed plans for the system including specifications, plan (overhead) views, cross

sections (with the locations of the cross sections shown on the corresponding plan view), and profile

(longitudinal) views of the proposed project. The plans must be signed and sealed by an

appropriate registered professional as required by law. Plans must include a scale and a north

arrow. These plans should show the following:

A. Project Area Boundary and Total Land Area

Project area boundary and total land area, including distances and orientation from roads or other

land marks;

The Project 2011-1 main site limits of construction consists of 13.10 acres on the west shore of Seven

Seas Lagoon, just northwest of Floridian Way’s intersection with Seven Seas Drive. The main project

area is in Section 11, Township 24 South, Range 27 East, in Orange County, Florida.

The 100-Year Floodplain Compensation Site 1 limits of construction consists of 1.08 acre on the

southwest shore of Bay Lake, just north of World Drive’s intersection with Wilderness Way. Floodplain

Compensation Site 5 is in Section 11, Township 24 South, Range 27 East, in Orange County, Florida.

The 100-Year Floodplain Compensation Site 2 limits of construction consists of 0.62 acre on the

northwest shore of Bay Lake, east of World Drive in Section 1, Township 24 South, Range 27 East, in

Orange County, Florida.

B. Existing Land Use and Cover

Existing land use and land cover (acreage and percentages), and on-site natural communities,

including wetlands and other surface waters, aquatic communities, and uplands. Use the Florida

Land Use Cover & Classification System (FLUCCS)(Level 3) for projects proposed in the South

Florida Water Management District, the St. Johns River Water Management District, and the

Suwannee River Water Management District and use the National Wetlands Inventory (NWI) for

projects proposed in the Southwest Florida Water Management District. Also identify each

community with a unique identification number which must be consistent in all exhibits.

The existing land uses and cover types within the main project area are:

Hotel/Resort

Water

The existing land uses and cover types within the Floodplain Compensation Site 1 project area are:

Undeveloped

The existing land uses and cover types within the Floodplain Compensation Site 2 project area are:

Support Facilities

Water

Exhibits depicting land uses from RCID’s 2020 Comprehensive Plan Future Land Use Map for the three

project areas are provided in Section 8.

III - 2

C. Existing Topography

The existing topography extending at least 100 feet off the project area, and including adjacent

wetlands and other surface waters. All topography shall include the location and a description of

known benchmarks, referenced to NGVD. For systems waterward of the mean high water (MHW)

or seasonal high water lines, show water depths, referenced to mean low water (MLW) in tidal

areas or seasonal low water in non-tidal areas, and list the range between MHW and MLW. For

docking facilities, indicate the distance to, location of, and depths of the nearest navigational

channel and access routes to the channel.

Please refer to the attached construction plans for all topographic information. The elevations and

contour lines on the plans are based on NGVD 1929 datum.

D. Floodplain Information

If the project is in the known flood plain of a stream or other water course, identify the flood plain

boundary and approximate flooding elevations; Identify the 100-year flood elevation and floodplain

boundary of any lake, stream or other watercourse located on or adjacent to the site;

A portion of the main project area lies within the 100-year floodplain of Seven Seas Lagoon. The 100-

year floodplain elevation is 95.0 and was obtained from the UNET computer model for RCID’s Master

Drainage Plan Update, May 2008. The volume of the 100-year floodplain of Seven Seas Lagoon within

the project limits prior to this project (i.e., pre-development) is 0.55 acre-feet.

Compensating storage for encroachment into this floodplain volume will be provided in proposed 100-

Year Floodplain Compensation Sites 1 and 2 located on the southwest and northwest shores, respectively,

of Bay Lake, which is interconnected with Seven Seas Lagoon and has the same 100-year flood elevation

of 95.0. Site 1 will provide 0.37 acre-feet of compensation and Site 2 will provide 0.18 acre-feet, for a

total compensation of 0.55 acre-feet. Compensation will be provided at the two sites by excavating

existing ground between elevations 94.5 and 95.0 and creating an open water body connection to Bay

Lake. Please refer to Appendix G for floodplain encroachment and compensating storage calculations.

E. Determination of Wetlands and Surface Water Boundaries

The boundaries of wetlands and other surface waters within the project area. Distinguish those

wetlands and other surface waters that have been delineated by any binding jurisdictional

determination;

There are no wetlands surrounding or within the main project site. The wetlands south of Floodplain

Compensation Sites 1 and 2 were delineated with Permit No. 48-00714-S, Application No. 920205-9.

The jurisdictional waterbody adjacent to the main site, Seven Seas Lagoon, was delineated with Permit

No. 48-00714-S, Application No. 920205-9. Please refer to the attached construction plans for

jurisdictional waterbody location. Also, please refer to Appendix F for exhibits delineating the

jurisdictional waterbody.

F. Proposed Land Use and Cover

Proposed land use, land cover and natural communities (acreage and percentages), including

III - 3

wetlands and other surface waters, undisturbed uplands, aquatic communities, impervious

surfaces, and water management areas. Use the same classification system and community

identification number used in III (B) above.

The proposed land uses for Project 2011-1, within the limits of construction of the main site and

Floodplain Compensation Sites 1 and 2 are as follows:

Land Use and Cover Table

Land Use and Cover Type Project Area Percent of Total

Impervious Pavement, Hardscape 4.82 acres 32.6 %

Buildings 1.46 acres 9.9 %

Pervious Open Space 5.08 acres 34.3 %

Waterbody 1 0.45 acres 3.0 %

Water Management 2 2.99 acres 20.2 %

Total Area (This Application) 14.80 acres 100.0 %

1 Seven Seas Lagoon remaining within limits of construction of main project site.

2 Dry detention bottom areas, wet detention water surface areas, and Floodplain

Compensation Sites 1 and 2.

G. Wetlands and Surface Waters Impacts

Proposed impacts to wetlands and other surface waters, and any proposed connections/outfalls to

other surface waters or wetlands;

A 0.28-acre impact to Wetland 3.2A is being proposed with this application to construct Compensating

Storage Site 2. 1.38 acres of Wetland 3.2A was previously permitted for impact.

Seven Seas Lagoon within the main project site project limits is considered a SFWMD jurisdictional

waterbody. An area of 0.99 acre of Seven Seas Lagoon is proposed to be impacted by fill with this

project and is a new impact being sought with this permit.

Wetland and waterbody impact exhibits and a Revised Table 11 (Accounting System for Tracking

SFWMD Permitted Wetland Impacts) reflecting the proposed waterbody impact is included in Appendix

F.

H. Proposed Buffer Zones

There are no wetlands surrounding or within the main project site. However, a minimum 15-foot, average

25-foot buffer will be maintained adjacent to Wetland 7.1F1, south of Floodplain Compensation Site 1

project area. Wetland 3.2A, south of Floodplain Compensation Site 2, was previously permitted for

impact so it does not have a buffer.

I. Drainage Map

Pre and post-development drainage patterns and basin boundaries showing the direction of flows,

including any off-site runoff being routed through or around the system; and connections between

wetlands and other surface waters;

III - 4

Pre- and post-development drainage basin maps of the main project site, showing drainage patterns

(direction of flow), are provided in Appendix A.

Runoff from the existing main project site generally flows from the monorail route, which runs north and

south through the center of the site, to the east toward Seven Seas Lagoon and to the west toward

Floridian Way and the RCID L-405A Canal. The existing 1.56-acre feature pool and bar facilities at the

north end of the site drains to an interconnected system of dry detention ponds which discharge to the

west through a control structure and 21-inch reinforced concrete pipe (RCP) outfall pipe then under the

Grand Floridian Entry Drive to a series of wetland and pond systems and eventually to the RCID L-405A

Canal. A portion of the Grand Floridian Entry Drive drains through this 29-inch x 45-inch RCP under the

road.

The 4.73-acre Wedding Pavilion site drains to a wet detention pond which discharges to the west through

two 30-inch RCP outfall pipes to a control structure then through another set of two 30-inch RCP’s under

Floridian Way to the Magnolia Golf Course Pond which is connected to the RCID L-405A Canal.

A 1.02-acre building area of Disney’s Polynesian Resort Luau to the south drains via pipe to the Wedding

Pavilion’s wet detention pond.

Under post-development conditions, 7.24 acres of the proposed main project site and existing health club

building will drain to a system of five (5) dry detention stormwater ponds (Ponds 1 - 5) which will outfall

to the aforementioned 29-inch x 45-inch RCP under the Grand Floridian Entry Drive. The existing 1.56-

acre feature pool and bar facilities at the north end of the site will drain to the new system of dry detention

ponds for treatment and conveyance.

Also under post-development conditions, 6.60 acres of the proposed parking lot, reconfigured Wedding

Pavilion parking lot, and the remainder of the Wedding Pavilion facility will drain to a wet detention

stormwater pond (Pond 6) which will outfall to the aforementioned two 30-inch RCP’s under Floridian

Way to the Magnolia Golf Course Pond and RCID L-405A Canal. The 1.02-acre building area of

Disney’s Polynesian Resort Luau to the south will continue to drain via pipe to the new wet detention

Pond 6.

J. Water Management Area Locations and Details

Location of all water management areas with details of size, side slopes, and designed water depths;

Water quality treatment for Project 2011-1 will be provided in five (5) proposed dry detention stormwater

ponds (Ponds 1 - 5) with bottom elevation 96.5 and one (1) proposed wet detention stormwater pond

(Pond 6) with NWL elevation 94.0. Pond design calculations are provided in Appendices B and C. Pond

locations and details are shown in the attached construction plans.

K. Water Control Structures Locations and Details

Location and details of all water control structures, control elevations, any seasonal water level

regulation schedules; and the location and description of benchmarks (minimum of one benchmark

per structure);

Control structure CS-1 for dry detention Ponds 1 - 5 will consist of an FDOT Type D Inlet structure with

a grate/weir at water quality treatment elevation 97.15 and 40 LF of 30-inch RCP from invert 93.70 to

invert 93.50 to an existing concrete ditch leading to the existing 29-inch x 45-inch RCP under Grand

III - 5

Floridian Entry Drive. A 3-inch diameter orifice at invert 95.50 will be provided for water quality

treatment volume drawdown.

Control structure CS-2 for wet detention Pond 6 will consist of an FDOT Type D Inlet structure with a

grate/weir at water quality treatment elevation 95.35 and 212 LF of 36-inch RCP from invert 90.00 to

invert 89.60 to a new junction manhole at the upstream end of two 30-inch RCP’s under Floridian Way.

A 3-inch diameter orifice at invert 94.00 will be provided for water quality treatment volume drawdown.

Pond and structure locations and details are shown in the attached construction plans.

L. Proposed Structures Locations and Details

Location, dimensions and elevations of all proposed structures, including docks, seawalls, utility

lines, roads, and buildings;

The locations of all proposed structures, roads and buildings are shown on the attached construction

plans. There are no proposed docks or seawalls with this project.

M. Internal Water Management Facilities Locations and Details

Location, size, and design capacity of internal water management facilities;

The locations and details of the proposed internal water management facilities (i.e. storm sewer) are

included in the attached construction plans. The storm sewer system has been designed for the 10-year

storm using the Rational Method.

N. Water Management Rights-Of-Way and Easements

Rights-of-way and easements for the system, including all on-site and off-site areas to be reserved

for water management purposes, and rights-of-way and easements for the existing drainage system,

if any;

There are no additional water management rights-of-way or easements required with this application.

O. Runoff Discharge Water Bodies / Systems

Receiving waters or surface water management systems into which runoff from the developed site

will be discharged;

Stormwater from the main project site will discharge to the RCID L-405A Canal (Class III) via the

proposed dry detention and wet detention stormwater management ponds, existing wetlands and existing

Magnolia Golf Course Pond to the west of the project area.

P. Erosion Control Measures

Location and details of the erosion, sediment and turbidity control measures to be implemented

during each phase of construction and all permanent control measures to be implemented in

post-development conditions;

The Applicant will ensure that all development activities employ Best Management Practices to ensure

III - 6

the protection of water quality. To facilitate the protection of the wetland within the development site, a

environmental protection plan will be implemented on the project site prior to commencement of

construction. The Environmental Protection Plan will provide that:

1) During construction, contractors will be required by contract, to maintain the water-table

level within adjacent protected jurisdictional wetlands. During dewatering of any other

activity that might lower the groundwater table, the contractor is required to keep the water

within six inches of the surface, by irrigation if necessary.

2) Contractors are not permitted to enter adjacent protected jurisdictional wetlands at any time.

All construction personnel will be prevented from using the adjacent wetlands for any reason,

other than as a receiving body for site discharge that meets Class III water quality standards.

3) Construction site access will be via upland areas exclusively using roads and rights-of-way

where possible, for access to construction areas.

4) No discharge of contaminants into adjacent wetlands will be permitted at any time.

5) Damage to adjacent wetlands to construction areas will be prevented by delineating the limits

of construction, and installing construction fences and sediment barriers prior to the

commencement of construction activities, thereby retaining sediment within the construction

area. Contractors shall be required to adequately maintain these protection measures at all

times.

6) Erosion control will be maintained within construction areas by quickly stabilizing disturbed

areas to prevent release of sediment. This will be accomplished using grass cover and

turbidity fences.

7) Silt booms will be used in pond and waterway areas to prevent release of sediment and/or

turbid water into surrounding waters. These sediment and turbidity barriers will be

maintained throughout the construction period. Turbidity levels in sensitive areas will be

closely monitored by Reedy Creek Improvement District during construction.

8) Adjacent protected wetlands shall be considered any protected wetland within the limits of

construction. All protected wetlands down stream or lower than adjacent associated

construction shall incorporate sediment barriers.

Q. Mitigation Area Locations and Details

Location, grading, design water levels, and planting details of all mitigation areas;

As there are no mitigation activities associated with this project, this section is not applicable.

R. Perimeter and Site Grading Details

Site grading details, including perimeter site grading;

Site grading details for the project are included in the attached construction plans.

S. Excavated Material Disposal Sites

III - 7

Disposal site for any excavated material, including temporary and permanent disposal sites;

Excavated material from Project 2011-1 which is deemed to be suitable will be used as fill material within

the project site. Any unsuitable excavated material will be landfilled.

T. Dewatering Plan Details

Should dewatering be necessary for this project, the contractor will submit site-specific dewatering plans

for each proposed dewatering activity exceeding the thresholds for a No-Notice Short-Term Dewatering

Permit to SFWMD for information at least two weeks prior to dewatering. This is in compliance with the

Reedy Creek Improvement District Master Dewatering Permit Renewal through SFWMD (Permit No. 48-

01384-W, Application No. 060814-7).

U. Marina Facilities Locations

For marina facilities, locations of any sewage pumpout facilities, fueling facilities, boat repair and

maintenance facilities, and fish cleaning stations;

Marina facilities are not proposed for this project.

V. Affected Off-Site Features and Facilities

Location and description of any nearby existing offsite features which might be affected by the

proposed construction or development such as stormwater management ponds, buildings or other

structures, wetlands or other surface waters.

Discharge from the proposed pond systems is routed off-site through existing wetlands and existing

Magnolia Golf Course Pond and ultimately into RCID L-405A Canal.

W. Master Development Plan

For phased projects, provide a master development plan.

The project is consistent with Walt Disney World’s Master Development Plan.

SECTION E

Part 4

CONSTRUCTION SCHEDULE AND TECHNIQUES

IV - 1

Provide a construction schedule, and a description of construction techniques, sequencing and

equipment. This information should specifically include the following:

A. Pilings and Seawall Slab Installation

Method for installing any pilings or seawall slabs;

No construction of pilings or seawalls is proposed with this permit application.

B. Erosion Control Measures Implementation Schedule

Schedule of implementation of a temporary or permanent erosion and turbidity control measures;

The Applicant will ensure that all development activities employ Best Management Practices to ensure

the protection of water quality, as follows:

1) During dewatering of any other activity that might lower the groundwater table, the

contractor is required to keep the water within six inches of the surface, by irrigation if

necessary.

2) Construction site access will be via upland areas exclusively using roads and rights-of-way

where possible, for access to construction areas.

3) No discharge of contaminants into adjacent wetlands will be permitted at any time.

4) Erosion control will be maintained within construction areas by quickly stabilizing disturbed

areas to prevent release of sediment. This will be accomplished using grass cover and

turbidity fences.

C. Excavation of Wetlands and Surface Waters

For projects that involve dredging or excavation in wetlands or other surface waters, describe the

method of excavation, and the type of material to be excavated;

Excavation with Wetland 3.2A, which has been permitted for impact, will involve the removal of any

muck or organic material by backhoe.

D. Fill In Wetlands and Surface Waters

For projects that involve fill in wetlands or other surface waters, describe the source and type of fill

material to be used. For shoreline stabilization projects that involve the installation of riprap, state

how these materials are to be placed, (i.e., individually or with heavy equipment) and whether the

rocks will be underlain with filter cloth;

There is no proposed fill in wetlands with this project.

The source and type of fill material used to fill in surface waters (Seven Seas Lagoon) will be clean sand

excavated from onsite pond construction and supplemented with clean sand import fill.

IV - 2

E. Dewatering Plan Details

If dewatering is required, detail the dewatering proposal including the methods that are proposed

to contain the discharge, methods of isolating dewatering areas, and indicate the period dewatering

structures will be in place (Note a consumptive use or water use permit may by required);

Should dewatering be necessary for this project, the contractor will submit site-specific dewatering plans

for each proposed dewatering activity exceeding the thresholds for a No-Notice Short-Term Dewatering

Permit to SFWMD for information at least two weeks prior to dewatering. This is in compliance with the

Reedy Creek Improvement District Master Dewatering Permit Renewal through SFWMD (Permit No. 48-

01384-W, Application No. 060814-7).

F. Equipment and Materials Transport Methods

Methods for transporting equipment and materials to and from the work site. If barges are

required for access, provide the low water depths and draft of the fully loaded barge; and

Equipment and materials will be transported to and from the work site by truck, trailer, tractor-trailer, or

other land transport vehicle. Construction plans will detail erosion control features and management of

offsite runoff practices to be used by the contractor to prevent discharge of turbid waters to the receiving

water bodies.

G. Demolition Plans

Demolition plan for any existing structures to be removed;

Existing parking lot pavement, sidewalks, tennis courts and various underground utilities within the

project area will be demolished prior to commencement of grading construction.

H. Project Monitoring and Schedule

Identify the schedule and party responsible for completing monitoring, record drawings, and as-

built certifications for the project when completed.

The Owner will be responsible for the schedule and activities related to project monitoring, record

drawings, and as-built certifications. The design-engineering consultant for the project will assist the

Applicant in preparing and submitting as-built certifications for the project within 30 days following

completion of the project.

SECTION E

Part 5

DRAINAGE INFORMATION

V - 1

A. Pre / Post-Development Drainage Calculations

Provide pre-development and post-development drainage calculations, signed and sealed by an

appropriate registered professional, as follows:

1. Runoff characteristics, including area, runoff curve number or runoff coefficient, and time

of concentration for each drainage basin;

Basin hydrology calculations, including areas and SCS Runoff Curve Numbers, are provided in

Appendix B. A minimum time of concentration of 10 minutes was assumed for all basins except

for Basin 6 (15 minutes), the largest basin in the project, and Basin 2A (8 minutes, from SFWMD

Permit No. 48-00714-S, Application No. 000912-14, Grand Floridian Pool Feature).

2. Water table elevations (normal and seasonal high) including aerial extent and magnitude of

any proposed water table drawdown;

Results of SPT and auger soil borings performed by PSI at the main project site in May and

September 2010 indicate observed groundwater levels in the range of Seven Seas Lagoon NWL

elevation 94.5 or lower. A copy of PSI's report “Design Level Geotechnical Services, Project

2011-1, PSI Project No. 0757425” dated December 13, 2010 is included in Appendix E. All

elevations are in feet, NGVD 29.

3. Receiving water elevations (normal, wet season, design storm);

The normal control water level of the RCID L-405A Canal, the receiving water to the west of the

main project site, is elevation 90.4.

4. Design storms used including rainfall depth, duration, frequency, and distribution;

The pond designs were performed for the 10-year/72-hour storm (10.19 inches) and 100-year/72-

hour storm (14.27 inches) using the South Florida Water Management District 72-Hour Rainfall

Distribution.

5. Runoff hydrograph(s) for each drainage basin, for all required design storm event(s);

Runoff hydrographs were computed for each drainage basin using the Santa Barbara Urban

Hydrograph (SBUH) Method in stormwater modeling computer program “Interconnected

Channel and Pond Routing Model” (ICPR) Version 3, developed by Streamline Technologies,

Inc.

6. Stage-storage computations for any area such as a reservoir, close basin, detention area, or

channel, used in storage routing;

Stage vs. area and storage calculations for the proposed pond designs are provided in Appendix

B.

7. Stage-discharge computations for any storage areas at a selected control point, such as

control structure or natural restriction;

Stage vs. discharge calculations for the proposed pond modification control structure are

V - 2

processed within computer program ICPR v3.

8. Flood routings through on-site conveyance and storage areas;

Pond routings using ICPR v3 are provided in Appendix C.

9. Water surface profiles in the primary drainage system for each required design storm

event(s);

Maximum water surface elevations from the ICPR v3 pond routings provided in Appendix C are

summarized below:

Pond

No.

10-Yr/72-Hr

Max. Stage

(ft, NGVD)

10-Yr Freeboard

Below

TOB El.

100-Yr/72-Hr

Max. Stage

(ft, NGVD)

100-Yr Freeboard

Below

TOB El.

1 97.85 1.15’ 98.39 0.61’

2 97.96 1.04’ 98.59 0.41’

3 97.96 1.04’ 98.51 0.49’

4 98.05 1.05’ 98.61 0.39’

5 98.09 1.01’ 98.66 0.34’

6 96.05 0.95’ 96.27 0.73’

10. Runoff peak rates and volumes discharged from the system for each required design storm

event(s);

Maximum discharge rates from the ICPR v3 pond routings provided in Appendix C are

summarized below:

Pond

No.

10-Yr/72-Hr Max. Outflow

(cfs)

100-Yr/72-Hr Max. Outflow

(cfs)

1 - 5 26.26 29.40

6 25.74 39.16

11. Tail water history and justification (time and elevation) and;

Time vs. tailwater elevation relationships used in the ICPR v3 10-year and 100-year/72-hour

pond routings for Ponds 1 - 5 in Appendix C were derived for the wetland to the west of Grand

Floridian Entry Drive (“NODE07”) from the ICPR Ver 2.11 routing calculations performed for

Grand Floridian Pool Feature (SFWMD Permit No. 48-00714-S, Application No. 000912-14),

included in Appendix D.

Time vs. tailwater elevation relationships used in the ICPR v3 10-year and 100-year/72-hour

pond routings for Pond 6 in Appendix C were obtained for the RCID L-405A Canal to the west of

Floridian Way from the UNET computer model for RCID’s Master Drainage Plan Update, May

2008. A summary of the time vs. tailwater elevations is included in Appendix C.

12. Pump specifications and operating curves for range of possible operating conditions (if used

in system).

V - 3

There are no pumps proposed with this project.

B. Soil Boring and Percolation Test Results

Provide the results of any percolation tests, where appropriate, and soil borings that are

representative of the actual site conditions;

Soil borings representative of actual site conditions were performed by PSI and presented in their report

entitled “Design Level Geotechnical Services, Project 2011-1, PSI Project No. 0757425” dated December

13, 2010 included in Appendix E.

C. Project Acreage and Percentages

Provide the acreage, and percentages of the total project, of the following:

The drainage basin tables below provide the approximate acreages and percentages for the basins within

the limits of construction that contain proposed improvements and will receive water quality treatment:

Drainage Basin Table

Proposed Ponds 1 through 5

Land Use Total Percent of Total


Future Area Development Impervious Hardscape 0.27 acres 3.1 %



Water Management (Pond Surface) 0.76 acres 8.6 %

Total Basin Area 8.80 acres 100.0 %

Includes 1.56 acres of existing feature pool and bar facilities drainage area from Permit No. 48-

00714-S, Application No. 000912-14, Grand Floridian Pool Feature (0.30 acre Impervious

Pavement and Hardscape; 0.41 acre Buildings; and 0.85 acre Pervious Open Space) which will

drain to Pond 2 of the proposed stormwater system for water quality treatment and conveyance.

This area is not included in the limits of construction but is accounted for in the water quality

calculations, stormwater routing, and storm sewer calculations.

Also includes a portion of the existing Health Club facility from Permit No. 48-00714-S,

Application No. 940609-1, Disney Wedding Chapel which is included in the limits of

construction and will drain to Pond 4 of the proposed stormwater system for water quality

treatment and conveyance.

V - 4

Drainage Basin Table

Proposed Pond 6








Includes a portion of the existing Wedding Pavilion facility from Permit No. 48-00714-S,

Application No. 940609-1, Disney Wedding Chapel which will drain to Pond 6 of the proposed

stormwater system for water quality treatment and conveyance. This area is not included in the

limits of construction but is accounted for in the water quality calculations, stormwater routing,

and storm sewer calculations.

Excludes 1.02-acre offsite drainage area from the existing Luau which will continue to drain to

Pond 6 of the proposed stormwater system for conveyance. This area is not included in the limits

of construction but is accounted for in the stormwater routing and storm sewer calculations.

However, it is not accounted for in the water quality calculations for Pond 6.

Overall Drainage Basin Table

Proposed Ponds 1 through 6








The Total Basin Area of 14.88 acres represents the project area which has been accounted for in the water

quality calculations, stormwater routing, and storm sewer calculations, and includes the 1.56-acre existing

feature pool and bar facilities drainage area. The remaining 0.22-acre difference between the 13.32-acre

Basin Area which excludes the feature pool area and the 13.10-acre Project Area within the limits of

construction of the main project area is the result of minor differences between the two boundaries.

D. Floodplain Storage and Conveyance Analysis

Provide an engineering analysis of floodplain storage and conveyance (if applicable).

A portion of the main project area lies within the 100-year floodplain of Seven Seas Lagoon. The 100-

year floodplain elevation is 95.0 and was obtained from the UNET computer model for RCID’s Master

Drainage Plan Update, May 2008. The volume of the 100-year floodplain of Seven Seas Lagoon within

V - 5

the project limits prior to this project (i.e., pre-development) is 0.55 acre-feet.

Compensating storage for encroachment into this floodplain volume will be provided in 100-Year

Floodplain Compensation Sites 1 and 2 located on the southwest and northwest shores, respectively, of

Bay Lake, which is interconnected with Seven Seas Lagoon and has the same 100-year flood elevation of

95.0. Site 1 will provide 0.37 acre-feet of compensation and Site 2 will provide 0.18 acre-feet, for a total

compensation of 0.55 acre-feet. Compensation will be provided at the two sites by excavating existing

ground between elevations 94.5 and 95.0 and creating an open water body connection to Bay Lake.

Please refer to Appendix G for floodplain encroachment and compensating storage calculations.

E. Water Quality Treatment System Analysis

Provide an analysis of the water quality treatment system.

Water quality treatment for the building, entrance road and the majority of the surrounding area will be

provided in a proposed system of onsite dry detention stormwater Ponds 1 through 5. The proposed pond

system will provide 0.75 inch or greater of water quality treatment to its overall 7.24-acre drainage area.

Ponds 1 - 5 will also continue to provide 0.75 inch or greater of water quality treatment for the existing

1.56-acre feature pool facilities drainage area. Ponds 1 - 5 will have a control elevation of 95.5 and a

bottom elevation of 96.5. Control at elevation 95.5 will be accomplished through a 3-inch diameter

drawdown orifice in Control Structure CS-1 on Pond 1, and equalized through sumped interconnection

pipes and inlets between Pond 1 and Ponds 2 - 5.

Water quality treatment for the proposed parking lot and reconfigured Wedding Pavilion parking lot will

be provided in a proposed wet detention stormwater Pond 6. The proposed pond will provide 1 inch or

greater of water quality treatment to its 6.08-acre drainage area. Pond 6 will also continue to provide 1

inch or greater of water quality treatment for the remainder of existing Wedding Pavilion facilities. Pond

6 will have a control elevation of 94.0, to match that of the existing wet detention pond. Control at

elevation 94.0 will be accomplished through a 3-inch diameter drawdown orifice in Control Structure CS-

2 on Pond 6.

Water quality treatment calculations are provided in Appendix B.

F. Methods, Assumptions, References and Computations

Provide a description of the engineering methodology, assumptions and references for the

parameters listed above, and a copy of all such computations, engineering plans, and specifications

used to analyze the system. If a computer program is used for the analysis, provide the name of the

program, a description of the program, input and output data, two diskette copies, if available, and

justification for model selection.

Post-development basin hydrographs and pond routings for Project 2011-1 were executed for 10-year and

100-year, 72-hour storms (10.19 inches and 14.27 inches, respectively, SFWMD Three-Day Rainfall

Distribution) for the proposed ponds (see Appendix C). Pond routing calculations for design and analysis

of the project’s stormwater management ponds was obtained using the stormwater modeling computer

program “Interconnected Channel and Pond Routing Model” (ICPR) Version 3, developed by Streamline

Technologies, Inc. Construction plans are also included as attachments.

SECTION E

Part 6

OPERATION & MAINTENANCE AND LEGAL

DOCUMENTATION

VI - 1

A. Operation and Maintenance Schedule

Describe the overall maintenance and operation schedule for the proposed system.

The stormwater management facilities for the site will be inspected quarterly and maintained by the

landowner, Walt Disney Parks and Resorts U.S., Inc.

B. Operation and Maintenance Responsibility

Identify the entity that will be responsible for operating and maintaining the system in perpetuity if

different than the permittee, a draft document enumerating the enforceable affirmative obligations

on the entity to properly operate and maintain the system for its expected life, and documentation

of the entity's financial responsibility for long term maintenance. If the proposed operation and

maintenance entity is not a property owner's association, provide proof of the existence of an entity,

or the future acceptance of the system by an entity which will operate and maintain the system. If a

property owner's association is the proposed operation and maintenance entity, provide copies of

the articles of incorporation for the association and copies of the declaration, restrictive covenants,

deed restrictions, or other operational documents that assign responsibility for the operation and

maintenance of the system. Provide information ensuring the continued adequate access to the

system for maintenance purposes. Before transfer of the system to the operating entity will be

approved, the permittee must document that the transferee will be bound by all terms and

conditions of the permit.

The stormwater management facilities for the site will be owned, operated and maintained by the

landowner, Walt Disney Parks and Resorts U.S., Inc.

C. Easements, Documents and Plats

Provide copies of all proposed conservation easements, storm water management system easements,

property owner's association documents, and plats for the property containing the proposed

system.

There are no conservation easements, storm water management system easements, property owner's

association documents, or plats proposed with this project.

D. Water / Wastewater Services

Provide indication of how water and waste water service will be supplied. Letters of commitment

from off-site suppliers must be included.

Water and wastewater services will be provided by Reedy Creek Energy Services.

E. Boundary Survey / Legal Description

Provide a copy of the boundary survey and/or legal description and acreage of the total land area of

contiguous property owned/controlled the applicant.

The property is owned by Walt Disney Parks and Resorts U.S., Inc.

SECTION E

Part 7

WATER USE

VII - 1

A. Surface Water System Use

Will the surface water system be used for water supply, including landscape irrigation, or

recreation.

The surface water system will not be used for water supply, including landscape irrigation or recreation.

B. Consumptive / Water Use Permit Number

If a Consumptive Use or Water Use permit has been issued for the project, state the permit

number.

The project site was included in the application for the Reedy Creek Improvement District Master

Dewatering Permit Renewal through SFWMD (Permit No. 48-01384-W, Application No. 060814-7).

Approval of the Master Dewatering Permit Renewal by the SFWMD Governing Board was authorized in

November 2006.

C. Consumptive / Water Use Permit Requirement

If no Consumptive Use or Water Use permit has been issued for the project, indicate if such a

permit will be required and when the application for a permit will be submitted.

The RCID Master Dewatering Permit Renewal alleviates the need for obtaining separate Short-Term

Dewatering Permits from SFWMD. Instead, site-specific dewatering plans for each proposed dewatering

activity exceeding the thresholds for a No-Notice Short-Term Dewatering Permit will be submitted to

SFWMD for information at least two weeks prior to dewatering.

D. Existing Wells

Indicate how any existing wells located within the project site will be utilized or abandoned.

There are no known existing wells located within the project site.