EAC Agenda 09/05/2007 ENVIRONMENTAL ADVISORY COUNCIL
AGENDA
Wednesday, September 5, 2007
9:00 A.M.
Commission Boardroom
W. Harmon Turner Building (Building "F")-Third Floor
I. Call to Order
II. Roll Call
111. Approval of Agenda
IV. Approval of August 1, 2007 meeting minutes
V. Upcoming Environmental Advisory Council Absences
VI. Land Use Petitions
A. Site Development Plan,SDP-AR-8271
"Orchid Run"
Section 25,Township 49 South, Range 25 East
B. Planned Unit Development, PUDZ-2003-AR-3601
"New Hope Ministries-Phase 2"
Section 4,Township 50 South, Range 26 East
VII. New Business
A. Introduction of the Watershed Management Plan Prioritization schedule-Mac Hatcher
B. Belle Meade Stormwater Management Master Plan-Clarence Tears
C. Review of the Updated Floodplain Management Plan-Michael Deruntz& Robert Wiley
D. Petition CPSP-2007-6, Petition requesting an amendment to the Potable Water Sub-
Element of the Public Facilities Element,to add reference in Policy 1.7 to the proposed
"Ten-year Water Supply Facilities Work Plan."-Carolina Valera
E. December 5, 2007 meeting will be at CDES Room 609/610
VIII. Old Business
A. Planned Unit Development PUDZ-2005-AR-8416 "Pezzetino Di Cielo RPUD"
B. Update members on projects
C. Mission Statement
IX Subcommittee Reports
A. LDC Subcommittee meeting schedule is available
X. Council Member Comments
Xl. Public Comments
XII. Adjournment
Council Members: Please notify Summer Arague, Environmental Services Senior Environmental
Specialist no later than 5:00 p.m. on August 30, 2007 if you cannot attend this meeting or if you
have a conflict and will abstain from voting on a petition (530-6290).
n
General Public: Any person who decides to appeal a decision of this Board will need a record of the
proceedings pertaining thereto; and therefore may need to ensure that a verbatim record of proceedings is
made, which record includes the testimony and evidence upon which the appeal is to be based.
August 1, 2007
MINUTES OF THE MEETING OF THE COLLIER COUNTY
ENVIRONMENTAL ADVISORY COUNCIL
Naples, Florida, August 1, 2007
LET IT BE REMEMBERED, that the Collier County Environmental
Advisory Council in and for the County of Collier, having conducted
business herein, met on this date at 9:00 AM in REGULAR SESSION in
Building "F" of the Government Complex, Naples, Florida, with the
following members present:
CHAIRMAN: William Hughes
Lee Horn
Dr. Judith Hushon
Roger Jacobsen
David Bishof(for Nick Penniman)
Michael V. Sorrell
Dr. Lew Williams (Excused)
Richard Miller
William W. Hill
ALSO PRESENT:
Jeff Wright, Assistant County Attorney
Bill Lorenz, Environmental Services Director
Summer Arague, Senior Environmentalist
1
August 1, 2007
Call to Order
The meeting was called to order by Chairman William Hughes at 9:00 AM.
IL Roll Call
A quorum was established.
III. Approval of Agenda
IV.
Mr. Sorrell moved to approve the Agenda. Seconded by Mr. Hill. Carried
unanimously 8-0.
IV. Approval of July 11, 2007 meeting minutes.
Discussion ensued regarding the desirability of adding the names of the
individual Committee members more often in the minutes.
Mr. Sorrell requested the addition of the following to the discussion on Page 4
regarding burrowing owls: "Insufficient data had been supplied to verify the
number of burrowing owls since the commencement of mining activities."
Dr. Hushon moved to approve the Minutes of July 11, 2007 as amended.
Seconded by Mr. Hill. Carried unanimously 8-0.
V. Upcoming Environmental Advisory Council Absences
Chairman Hughes announced receipt of a letter of resignation from Dr. William
Hill. Chairman Hughes expressed his appreciation for the years of service of Mr.
Hill.
Mr.Miller stated he would not be present for the October 2007 meeting.
VI. Land Use Petitions
A. Planned Unit Development PUDZ-2005-AR-8416
"Pezzetino Di Cielo RPUD,"Section 12,Township 48 South,Range 25 East
Presenters were sworn in by Assistant County Attorney Jeff Wright.
Disclosures:
Mr.Jacobsen disclosed that he called Kimberly Schlachta seeking permission to
enter the property that Ms. Schlachta was unable to give. Mr. Jacobsen stated he
called the owner of the property who was not available and there was no return
telephone call.
Kimberly Schlachta gave a presentation regarding the project. (See attached
Staff Report)
• There were no adjacent preserves, wildlife corridors or environmental
issues directly surrounding the project
2
August 1,2007
• Site contained just under one acre of wetland at the northwest side of
the site near the entrance area where the preserve was planned to be
located
• There was an old agricultural facility where tractors,mowing
equipment,pigs and horses were kept
• Some areas were remnant areas that contained pockets of pine with
scattered exotics, a lot of clearing had been done, open areas did not
contain a lot of indigenous vegetation, all of which had been taken into
consideration when determining where to locate the preserve area on
the site
• Location of the preserve was determined in part by Transportation
Department issues and the location of the roadway into the
development
• Additional preserve may be restored and included but not as part of the
Collier County plan.
• Permitting with South Florida Water Management was currently being
sought and through that process additional preserve enhancement
might be done on-site
• Restoration which did not meet the Collier County requirements was
being looked at which would be for mitigation on-site for the South
Florida Water Management District
Mr. Horn questioned whether any soil testing had been done to determine
whether contamination had occurred during agricultural use of the property.
Ms.Schlachta responded a Phase I assessment had been done on the site.
Dr. Hushon pointed out that soil samples would be taken in a Phase II rather than
a Phase I which is visual.
Ms. Schlachta stated she was not aware of a Phase II being done.
Mr.Jacobsen asked if the property was ever planted or was the property strictly
used for pigs and horses and whether there might have been chemical usage on
other parts of the property.
Ms. Schlachta responded that she had no personal knowledge whether the
property was used for other agricultural uses; the property was originally cleared
for pasture use.
Mr.Jacobsen commented that on Page 16 of the Environmental Impact
Statement it stated under Nutrient and Pesticide Management that each lot owner
must commit themselves to the practice of responsible and careful landscape
design and maintenance of each lot to prevent contamination of surface water,and
Mr.Jacobsen asked how the developer intended to convey this to the homeowners
and how would the homeowners be obliged to commit to these goals.
Wayne Arnold responded that this would be a villa community and the
Homeowners'Association would be anticipated to be responsible for all
maintenance for the yards and landscaping in the community.
3
August I,2007
Mr.Jacobsen pointed out that the EIS stated that each homeowner must commit
himself or herself.
Mr. Arnold responded through acquisition of the property there would be a
maintenance agreement and a Homeowners'Association that the owners would be
a party to, and the statement in the EIS is more of a generalized statement as
opposed to how management may occur on this particular property.
Mr. Jacobsen asked what method would be used to remove the exotic vegetation.
Ms. Schlachta responded nothing had been finalized yet,the permitting process
had not been completed with South Florida Water Management; however, no
arsenic-based products would be used and there was not an exact plan in place.
Mr. Bishof stated there was a large variance in the seasonal high indicators in the
wetlands and he asked what indicators were identified.
Ms. Schlachta responded several indicators in the wetland area were watermarks
on Cypress trees, adventitious rooting on Melalueca trees and indicators were
checked on several sites.
Mr. Bishof commented that one tree contained two different indicators.
Ms. Schlachta responded that one was a wet-season line and the other was an
average high-water line.
Mr. Bishof questioned whether the South Florida Water Management District had
accepted a seasonal high number for the wetland.
Ms. Schlachta responded there was no approved permit.
Mr. Bishof stated he had concerns regarding the hydrology of the remaining
portion of the wetlands being maintained and if water were lowered on the pond it
would draw down the wetland,and he stated the issue had not been adequately
addressed.
Dr.Hushon asked if the site was bermed against Mediterra.
Ms. Schlachta said yes.
Mr.Arnold stated the initial designs did not show an interconnection between the
remaining wetland and lake area.
Dr. Hushon asked whether water would be discharged from the lake.
Mr. Arnold responded yes,water would be discharged to Livingston Road.
Dr. Hushon stated the level of the discharge system would play a huge role in
what happened; if low, it would draw from the wetland into the lake and then
from the lake to Livingston Road and if it were maintained at a high discharge
level, then the wetland would remain.
Mr. Bishof stated under the current figures and information the wetland would be
destroyed. Mr. Bishof stated the wetland should be preserved 100% and inquired
why any impact should be permitted.
Ms. Schlachta responded Collier County staff did recommend preserving fox
squirrel habitat.
4
August 1, 2007
Summer Arague, Collier County Senior Environmentalist, stated the wetlands
present were not high-quality wetlands and the recommendation was made to
preserve more of the potential fox squirrel habitat where the previous nests were
located.
Mr. Jacobsen asked what the alternate plan might be if deviations from the LDC
were not granted.
Mr. Arnold responded the Master Plan would have to be adjusted accordingly.
Chairman Hughes stated the presentation was weak and asked how long Ms.
Schlachta spent on the property gathering the data on endangered species.
Ms. Schlachta responded she spent several hours one day and several hours
another day during mapping and some of the time was unrecorded. More than
one field person participated in the collection of the data. Stick nests of foxtail
squirrels that were present prior to Hurricane Wilma were blown away by the
hurricane and had not been rebuilt.
Public Comment:
None
Richard Yovanovich,Esq.,who represented the Petitioner, stated the soil testing
was not warranted since a Phase I was done. Applicant could agree to soil testing
prior to the next development order but it is not a requirement of the Code and is
,•y not appropriate on a small site when Collier County staff did not require it. If
desired, testing should become a Code requirement so it applies to everyone.
Issues have been reviewed by Collier County staff, water management issues will
be reviewed by South Florida Water Management District. Delay could adversely
affect scheduling dates.
Mr.Jacobsen stated the Environmental Advisory Committee was a third step in
the process and would not take at face value what Collier County staff provided
nor did it take at face value what the South Florida Water Management District
provided and more information needed to be provided.
Ms. Arague suggested coming back before the SDP or plat approval, that desired
requirements be put in the PUD document, and that this matter could come back
before the EAC at the time of the next Development Order.
Chairman Hughes stated the EAC wanted to see all the data and suggested the
Petitioner submit the information to staff who would forward the information to
the EAC members and if necessary the matter would be called back before the
EAC and the matter could be called back at any time before being voted upon by
the Board of County Commissioners and possibly even after that.
Dr.Hushon stated she had more problem with the Development Order
proceeding and would like to tie conditions to the Development Order.
5
August 1, 2007
Staff Comments:
Ms. Arague stated Collier County staff does recommend approval.
Mr. Jacobsen moved to approve the proposal of Petitioner Pezzettino DiCielo
with the caveats that all EAC members get a copy to review of the Phase I and a
copy of the drain program, with all documents to be received two weeks prior to
the EAC meeting in September 2007. Seconded by Mr. Miller.
Dr. Hushon stated the motion did not include soil sampling prior to issuance of
the Development Order.
Mr. Sorrell suggested walking the property.
Mr. Jacobsen moved to amend the motion by adding soil-testing requirements
as follows: "Testing for chlorinated hydrocarbons, organophosphates and total
petroleum hydrocarbons must be performed" Seconded by Mr. Miller. Carried
unanimously 8-0.
(Break-10:22)
(Reconvened- 10:39)
Mr. Jacobsen moved to amend the Agenda by reversing "New Business"with
"Old Business." Seconded by Mr. Sorrell. Carried unanimously 8-0.
VIII. New Business
A. FFWCC New Proactive Approach Towards Wildlife Conservation
Within Land Use Planning and Development Activities-Joe Walsh with
FFWCC
Mr. Walsh gave a PowerPoint presentation discussing changes within FFWCC.
(See attached)
Chairman Hughes stated Collier County appreciates input from the State but was
concerned that Collier County is losing control.
Mr.Walsh responded the counties would have to take control and local
government had the last say.
Chairman Hughes stated the serious issues are being decided at the State level
and it was easier for individuals to pervert the system.
Mr.Walsh responded Collier County would be required to justify its decisions
and FFWCC wanted to provide defensible information to the Counties and the
agency would provide clear policies.
Chairman Hughes stated the Gopher Tortoise program does not work since there
was a high mortality rate when the tortoises were relocated.
Mr. Walsh responded there was a dedicated Gopher Tortoise team.
Chairman Hughes spoke in favor of supporting agricultural interests.
6
•
August 1, 2007
Dr. Hushon asked whether there would be a centralized source of scientific
information regarding Florida endangered species and expressed particular
concern regarding panther information.
Mr. Walsh responded they were beginning to do so.
• Panther telemetry is 24 hours per day but the public currently only had
access to daytime information
• Access to information from private lands was needed but difficult to
get
• Licensing or certification program was being considered for
environmental or biological professionals
Mr. Miller suggested there be a provision in the tax code for landowners to be
permitted to give up development rights in return for a reduction in property taxes
and also the Counties could make a provision where landowners would receive a
percentage reduction in property taxes on a graduated scale based on the amount
of vegetation they agree to preserve.
Mr. Walsh stated it would also be beneficial for the Counties to do the same with
priority habitats and necessary buffer areas.
Public Speakers:
Jennifer Hecker,Conservancy of Southwest Florida,commended the FFWCC
on its new proactive approach but expressed concern regarding the reduction in
services and asked how the Conservancy could be helpful in getting FFWCC
additional needed resources. Ms. Hecker expressed particular concern regarding
panthers and stated FFWCC should have an increased role in the Rural Land
Stewardship Program. Ms. Hecker also stated authority and regulations for
panther recovery currently exist.
Mr. Walsh responded today he was discussing a single unit in the FFWCC
agency and that it would take time to change the entire agency and panther
relocation success depends on the approval of the public.
(Chairman Hughes left the room at 12:28 PM.)
(Vice-Chairman Dr. Judith Hushon presided over the meeting during
Chairman Hughes'absence.)
VII. Old Business
A. Update Members on Projects
Ms.Arague provided updates as follows:
• There is a new second alternate,Mark Fenton
• The letter Dr. Hushon wrote regarding limitations on nutrient releases
was forwarded to the Collier County Board of County Commissioners
on July 23, 2007
• Hussey project was denied 2-3 with a motion not to transmit
7
} August 1, 2007
(Chairman Hughes returned at 12:29 PM)
Bill Lorenz,Environmental Services Director, stated the Vegetation Removal
Ordinance prohibiting taking down trees that house threatened species without a
permit for the LDC amendment cycle is scheduled to be heard during the Fall
cycle with the draft being presented in the Fall and public hearings beginning
during the March-April timeframe, and work should begin on the Ordinance in
two weeks.
Mr.Jacobsen stated he attended a Planning Commission meeting where the
Keewaydin Island project was being considered and observed the Staff Report to
the Planning Commission on the EAC report was accurate but not complete
enough and more detail was needed.
B. Update members on upcoming presentation scheduled
Ms. Arague provided an update as follows:
• Pollution control presentation is scheduled for November 2007
C. Staff time assigned to the EAC
Mr. Lorenz stated staff has not been given direction by the Collier County Board
of County Commissioners to pursue an Ordinance prohibiting taking down trees
that house threatened species without a permit. He also stated due to a decrease in
revenues in his department there has been a hiring freeze and a reduction in staff
resulting in a reduced ability to support EAC but will work with EAC as much as
possible and it would be helpful if Subcommittees could be formed to perform
research.
Chairman Hughes stated one of the purposes of the EAC is to examine issues
regardless of the politics involved, and one way to control legislation is to deny
funding for policing of the legislation. Chairman Hughes stated the EAC has the
right to promulgate its own legislation and to inject it into the system at any time
whether money is provided or not.
Dr. Hushon provided an update on the Habitat Conservation Plan Advisory
Committee as follows:
• Original goal was to examine feasibility of HCP for all of Collier
County
• Second goal has been to examine the opportunity for preparing an
HCP for the Immokalee Master Plan
• Meeting was held in Immokalee on August I, 2007 regarding the
language that is going into the Master Plan which contains language
which could encompass an HCP for Immokalee
• Concept of taking mitigation money and returning that money to the
benefit of the Immokalee community is one of the intents of the
language presented
8
August 1, 2007
Mr. Lorenz stated HCPAC had direction from the Collier County Board of
County Commissioners to examine other mechanisms as alternatives to an HCP,
and Mr. Walsh and his staff will be addressing the HCPAC.
Dr. Huston moved to table the mission statement to the next meeting. Seconded
by Mr. Jacobsen. Carried unanimously 8-0.
IX. Subcommittee Reports
None
X. Council Member Comments
Chairman Hughes thanked Mr. Hill for his service to Collier County.
XI. Public Comments
None
There being no further business for the good of the County,the meeting was
adjourned by the order of the Chair at 12:52 PM.
COLLIER COUNTY ENVIRONMENTAL
ADVISORY COUNCIL
Chairman William Hughes
These Minutes were approved by the Chairman on , as presented
,or as amended
9
n MEMORANDUM
TO: ENVIRONMENTAL ADVISORY COUNCIL
FROM: SUMMER ARAQUE,EAC LIAISON
SUBJECT: MISSION STA I'EMENT
DATE: 8/13/2007
CC: SUSAN MASON
Below are three mission statements submitted by three members. Please review for
discussion at the September 5, 2007 meeting.
The mission of the Collier County Environmental Advisory Council is to serve and advise
the Collier County Board of Commissioners in matters affecting the preservation,
conservation, protection, management, and beneficial use of the physical and biological
resources (atmospheric, terrestrial, aquatic, and hydrologic) of the County in regard to
public safety, health, and general well-being of the public, and the protection and
preservation of the natural flora and fauna of Collier County so as to maintain the
existing biological communities within Collier County. The Environmental Advisory
Committee shall work within guidelines, rules, and regulations established by the Collier
County Board of Commissioners.
Richard W. Miller
Advise the CCBC on land development and other environmental issues pursuant to the
preservation, conservation and protection of our Natural Resources, as it relates to the
rights of property ownership, balanced with the safety, health, and general well-being of
the public.
Roger Jacobsen
The EAC's mission is to review development projects that request a change of zoning or
occur in areas with critical habitats containing wetlands, threatened and endangered
species, coastal zone lands and others with special environmental consideration.
Following this review and discussion, recommendations are made to the BCC. The EAC
also assists in the development and review of GMP and LDC environmentally related
changes.
The EAC's mission is to assist the BCC to interpret the environmental implications of
development initiatives and regulatory updates.
Judy Hushon
MEMO
DATE: 8/22/2007
TO: ENVIRONMENTAL ADVISORY COUNCIL
CC: SUSAN MASON,BARBARA BURGESON,BILL LORENZ,JEFF KLATZKOW
FROM: SUMMER ARAQUE
Please note that item VII.D. Petition CPSP-2007-6, Petition
requesting an amendment to the Potable Water Sub-
Element of the Public Facilities Element, to add reference in
Policy 1 .7 to the proposed "Ten-year Water Supply Facilities
Work Plan" presented by Carolina Valera will be mailed out
separately.
8/22/2007
EAC LDC Subcommittee meeting dates
Collier County Community Development and Environmental Services Division
Room 609
9:30 a.m.
August 29, 2007 -Wednesday
September 13, 2007 -Thursday
September 27, 2007-Thursday
October 11, 2007-Thursday
October 31, 2007-Wednesday
November 8, 2007 -Thursday
November 27, 2007-Tuesday
December 13, 2007 -Thursday
December 27, 2007-Thursday
January 10, 2008 -Thursday
January 24, 2008-Thursday
February 14, 2008-Thursday
February 28, 2008 -Thursday
March 13, 2008 -Thursday
March 27, 2008—Thursday
n
EAC LDC
Subcommittee
August 29, 2007
9:30 a.m.
Development Services Center Room 609
1. Review/Change to Agenda
2. Review of EAR Commitments
3. Committee Discussion
4. Public Comments
5. Review Schedule for Subcommittee Meeting Dates
6. Adjournment
In addition to the opportunity for the general public to speak during "Public Comments", any member of the general public
will be allowed to speak on each Agenda item before the Committee takes any action or moves on to the next item of the
Agenda.
1
ENVIRONMENTAL ADVISORY COUNCIL
STAFF REPORT
MEETING OF September 5th,2007
I. NAME OF PETITIONER/PROJECT:
Petition No: Site Development Plan No. SDP-2005-AR 8271
Petition Name: Orchid Run-SDP
Applicant/Developer: Opus South Contractors, LLC
Engineering Consultant: RWA, Inc.
Environmental Consultant: Passarella and Associates, Inc.
II. LOCATION:
The subject property is within Grey Oaks MPUD, Ordinance 07-40, and is located
at the southeast quadrant of the intersection of Golden Gate Parkway and
Livingston Road, immediately north of the Golden Gate Canal, in Section 25,
Township 49 South, Range 25 East, Collier County, Florida.
III. DESCRIPTION OF SURROUNDING PROPERTIES:
Zoning Description
North: Golden Gate Parkway Right of way, FP&L Substation.
then Agricultural (A) Zone
South: Industrial (I) Zone and Golden Gate East Naples Industrial Park
Main Canal and Golden Gate Main Canal
East: Livingston Road Right of way, Golden Gate Estates
then Estates (E) Zone
West: FP&L Easement, Naples Grande Golf Club
then Gray Oaks MPUD
IV. PROJECT DESCRIPTION:
Orchid Run is being developed by Opus South Corporation LLC, and is a
residential community with a gross project area of approximately 21.9 acres.
There will be a total of one hundred, three bedroom, residential condominium
units constructed. The development includes a twenty seven hundred square foot
• EAC Meeting
Page 2 of 8
clubhouse for the residents. The number of units proposed is within the MPUD
limits.
V. GROWTH MANAGEMENT PLAN CONSISTENCY:
Future Land Use Element:
The subject property is located within unincorporated Collier County and is
designated Urban-Mixed Use District, Urban Residential Subdistrict in the
Growth Management Plan(GMP). The Urban Residential Subdistrict
accommodates a variety of residential uses, including Planned Unit
Developments. The number of residential units in this development is within the
limits permitted in the Grey Oaks MPUD.
Conservation & Coastal Management Element:
Objective 2.2 of the Conservation and Coastal Management Element of
the Growth Management Plan states "All canals, rivers, and flow ways
discharging into estuaries shall meet all applicable federal, state, or local water
quality standards.
To accomplish that, policy 2.2.2 states "In order to limit the specific and
cumulative impacts of stormwater runoff, stormwater systems should be designed
in such a way that discharged water does not degrade receiving waters and an
attempt is made to enhance the timing, quantity, and quality of fresh water
(discharge)to the estuarine system.
This project is consistent with the objectives of policy 2.2.2 in that it attempts to
mimic or enhance the quality and quantity of water leaving the site by utilizing
interconnected detention areas to provide water quality retention and peak flow
attenuation during storm events.
This project is consistent with policy 6.1 and 6.2 regarding the selection of
preserves. This property is part of the previously approved Grey Oaks Planned
Unit Development (PUD). According to the Grey Oaks PUD amendment, which
was approved by the Collier County Board of County Commissioners on April
24th, 2007,the entire MPUD has been evaluated for native vegetation and shows a
total native vegetation area of 551.94 acres. Orchid Run, which is the eastern most
parcel of the southeast quadrant, is a total of 21.91 acres, of which 15.03 acres are
comprised of native vegetation. Preserving 25% of the total 551.94 acres requires
137.99 acres. At the time of the PUD amendment review, 137.10 acres of native
EAC Meeting
Page 3 of 8
vegetation had been preserved. As such, a minimum of 0.89 acres of native
vegetation would need to be preserved on the project site in order to fulfill the
25%preservation requirement. The Orchid Run site plan provides 0.89 acres of
native vegetation preserve.
Selection of native vegetation to be retained on site as a preserve area is
shown to be consistent with the GMP based upon the following: The one gopher
tortoise (Gopherus polyphemus) found on site may be relocated offsite to the
Serrano (formerly Riverwood Bonita, LLC)residential development in Bonita
Springs which contains more suitable habitat and a low density gopher tortoise
population with a state offsite relocation permit(COL-59 Exhibit 11). The South
Florida Water Management District(SFWMD) has verified that no jurisdictional
wetlands exist on-site. The 0.89 acre native vegetation preserve area is a mixed
pine tree habitat which will have removal of exotic vegetation done in perpetuity
and also enhancement by created preserve plantings. The preserved and enhanced
upland will be placed under a conservation easement.
As required by Policy 6.1.4, prohibited exotic vegetation will be removed from
the site and maintained in perpetuity.
The EIS required by Policy 6.1.8 has been prepared and is supplied as part of the
review packet for this submittal.
As required by Policy 6.2.6, the required preserve area is identified on the
preserve management plan as part of the site development plan.
As required by Policy 7.1.2, a listed species survey was conducted on the property
and is contained in the EIS. A gopher tortoise relocation plan has been prepared
for the site.
As required by Policy 11.1.2, correspondence was sent to the Florida Department
of State Division of Historical Resources (DHR)regarding possible
archaeological or historical sites within the project area. In a letter dated July 12th,
2005,the DHR stated that no cultural resources are known to exist in the project
area and that no cultural resources will be affected by the project.
EAC Meeting
Page 4 of 8
VI. MAJOR ISSUES:
Stormwater Management:
Orchid Run shows on the SFWMD permitting website as a 21.91 acre project
within the Grey Oaks PUD that received a New Environmental Resource General
Permit on 20 March 2006 and applied for a modification to that permit on 14 June
2006, and recently requested an extension of the time for their response to
SFWMD's request for additional information (RAI) because of Collier County's
requirements for minimum preserve size.
Section 8.06.03 0.2. of the Collier County Land Development Code states "The
surface water management aspects of any petition, that is or will be reviewed and
permitted by South Florida Water Management District (SFWMD), are exempt
from review by the EAC except to evaluate the criteria for allowing treated storm
water to be discharged into Preserves as allowed in Section 3.05.07."
This project has three "basins" each of which discharges into its own retention
area and the three retention areas are interconnected and discharge directly into
the Main Golden Gate Canal. No storm water is discharged into the preserve so
the project is exempt from EAC review of the surface water management aspects.
This site is surrounded by a golf course on the west, main county roads on the
north and east, and the Main Golden Gate canal on the south.
Environmental:
Site Description:
Of the 21.91 acres of the project site, 15.03 acres qualify as native according to
the definition in the GMP and LDC and has been verified by staff on site. On site
vegetation communities include mixed pine/disturbed ( 4.63± Acres), Brazilian
pepper (0.371 Acres), palmetto prairie (4.63± Acres), and cabbage palm/disturbed
(5.02±Acres) with varying levels of exotic infestation. The northern portion of the
site was cleared and used as a hurricane debris storage location by the Collier
County Solid Waste Department. The 0.89 upland preserve for native
preservation will be located on the south side of the property.
EAC Meeting
Page 5 of 8
Wetlands:
SFWMD staff has verified that no jurisdictional wetlands exist on site. An
Environmental Resource Permit (No. 11-02525-P) has been issued for the
DRI/PUD that demonstrates that no jurisdictional wetlands exist on site.
Although no jurisdictional wetlands were claimed, "other surface waters" Canal
(FLUCFCS Code 510) and Ditch (FLUCFCS Code 514) were found on the
property.
Preservation Requirements:
According to the vegetation preservation and retention standards for residential
development for an area greater than 20.0 acres, a minimum of 25 % of the native
vegetation areas located in the PUD must be retained. This property is part of the
previously approved Grey Oaks Planned Unit Development (PUD). According to
the Grey Oaks PUD amendment, which was approved by the Collier County
Board of County Commissioners on April 24th, 2007, the entire MPUD has been
evaluated for native vegetation and shows a total native vegetation area of 551.94
acres. Orchid Run, which is the eastern most parcel of the southeast quadrant, is a
total of 21.91 acres, of which 15.03 acres are comprised of native vegetation.
Preserving 25% of the total 551.94 acres requires 137.99 acres. At the time of the
PUD amendment review, 137.10 acres of native vegetation had been preserved.
As such, a minimum of 0.89 acres of native vegetation would need to be
preserved on the project site in order to fulfill the 25% preservation requirement.
The Orchid Run site plan provides 0.89 acres of native vegetation preserve.
Listed Species:
During June, 2005, a listed species survey was conducted and seven gopher
tortoise burrows were observed on the site. In late October 2005, a sub-
contractor, hired by Collier County Solid Waste Department, used the site for
hurricane debris storage and cleared, graded and deposited debris on three active
gopher tortoise burrows (Gt-4, GT-5, and GT-6 Exhibit 9). An after the fact
Incidental Take Permit (COL-59 Exhibit 11) was obtained for the take of GT-4,
GT-5, and GT-6 and the required fee for that permit has been met. The remaining
four burrows were undisturbed, although one burrow (GT-7) was located in the
area intended for the hurricane debris storage. Collier County Environmental
Services Department staff assisted with obtaining a relocation permit (GTRS-
2005-2357 included in Exhibit 10) to move GT-7 to the existing 4.7 acres of
vegetation to the south of the property. An amendment to Gopher Tortoise
Incidental Take Permit COL-59 was issued on March 14th, 2007. This
amendment was for the relocation of one gopher tortoise, relocated to the southern
.
EAC Meeting
Page 6 of 8
native portion of this site under the onsite relocation permit, to the upland
preserve in the Serrano residential development in Bonita Springs, Lee County.
VII. RECOMMENDATIONS:
Staff recommends approval of Site Development Plan No: SDP-2005-AR-8271
"Orchid Run" with the following condition:
Stormwater Management:
Recommend Approval
Environmental:
1. Please provide a report to the Environmental Services staff on the results of
the relocation of the gopher tortoise within thirty days of relocation. Please
provide in the report the number of burrows excavated, the number of
tortoises relocated, and the final relocation site.
EAC Meeting
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PREPARED BY:
"f/i
/ I7 6 07
STAN CHRZAN!f SKI, P.E. DATE
ENGINEERING ' VIEW MANAGER
ENGINEERING SERVICES DEPARTMENT
CHRIS D'ARCO DATE
ENVIRONMENTAL SPECIALIST
ENVIRONMENTAL SERVICES DEPARTMENT
efe °I I•
8.1707
H L SAWYER DATE
SENI• ' PLANNER
DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW
n.
•
. EAC Meeting
Page 8 of 8
r
REVIEWED BY:
/321/6240c.... L713GC 457'x- R'—/?--O'7
BARBARA S. BURGESON DATE
PRINCIPAL ENVIRONMENTAL SPECIALIST
J f /I :k-j60-l7-Cl
.rI LIAM D. LO' `*Z, Jr., '.E. DATE
ENVIRONMENTAL SERVICES DEPARTMENT DIRECTOR
/1 c
r
r(24' .HT DATE
ASS ANT COUNTY ATTORNEY
OFFICE OF THE COLLIER COUNTY ATTORNEY
APPROVED BY:
I. - A' —,......, - - f Iv,/a 7
iDATE'I :EPH K. SCHMITT
��MMUNITY DEVELOPMENT& ENVIRONMENTAL SERVICES
MINISTRATOR
Item
V.C.
ENVIRONMENTAL ADVISORY COUNCIL
STAFF REPORT
MEETING OF SEPTEMBER 5,2007
I. NAME OF PETITIONER/PROJECT
Petition No.: PUDZ-2003-AR- 3601
Petition Name: NEW HOPE MINISTRIES—PHASE 2
Applicant/Developer: DWIGHT POWELL,NEW HOPE
MINISTRIES INC
Engineering Consultant: DAVIDSON ENGINEERING
Environmental Consultant: W. DEXTER BENDER&ASSOCIATES,
INC.
II. LOCATION
The site is located on the north side of Davis Boulevard approximately 700 feet east
of Santa Barbara Boulevard. The West '/2 of the Southeast '/4 of the Southwest 1/4 and
the East '/2 of the Southwest 1/4 of the Southwest '/4 both of the Section 4, Township
50 South, Range 26 East, Collier County, Florida, less and except the south 75 feet.
III. DESCRIPTION OF SURROUNDING PROPERTIES
Existing New Hope Ministries Church Agricultural (A) with a Provisional Use and
Undeveloped Neapolitan Park PUD Zoning.
N- Wildwood Estates PUD&Bembridge RPUD Multi-family Structures
S - Davis Boulevard(SR-84) Right-of-Way
E - Wildwood Estates PUD Multi-family Structures
W- Shoppes at Santa Barbara PUD Existing Gas station&undeveloped parcels
IV. PROJECT DESCRIPTION
Rezone the subject 37.85 acre site comprising of 18.99 acres zoned "A" Agricultural
with an approved Provisional Use that permits the existing church facilities, and
18.86 acres zoned PUD (undeveloped Neapolitan Park PUD approved for a mixture
4
EAC Meeting
Page 2 of 10
of intense commercial and residential land uses) to PUD, to permit a sanctuary and
church facilities.
V. GROWTH MANAGEMENT PLAN CONSISTENCY
A. Future Land Use Element:
A portion of the subject property is designated Urban Mixed Use District, Urban
Residential Subdistrict, and is located within an Activity Center Residential Density
Band, and a portion is designated Urban - Commercial District, Mixed Use Activity
Center Subdistrict. Relevant to this petition, both Districts allow a variety of
residential and non-residential uses, such as private or public schools, churches,
recreational and public facilities.
CONCLUSION: Based upon the above analysis, staff concludes the proposed uses
for the subject site may be deemed consistent with the Future Land Use Element.
B. Conservation & Coastal Management Element:
Objective 2.2 of the Conservation and Coastal Management Element of the Growth
Management Plan states "All canals, rivers, and flow ways discharging into estuaries
shall meet all applicable federal, state, or local water quality standards.
To accomplish that, policy 2.2.2 states "In order to limit the specific and cumulative
impacts of stormwater runoff, stormwater systems should be designed in such a way
that discharged water does not degrade receiving waters and an attempt is made to
enhance the timing, quantity, and quality of fresh water (discharge) to the estuarine
system.
This project is consistent with the objectives of policy 2.2.2 in that it attempts to
mimic or enhance the quality and quantity of water leaving the site by utilizing
interconnected dry detention areas, a lake, and a preserves to provide water quality
retention and peak flow attenuation during storm events.
The project is consistent with portion of Objective 6.1.1 regarding minimum
preservation requirement as the project is preserving 5.73± acres of uplands and
wetlands on site, and meets the minimum 15%requirement of Policy 6.1.1. However,
there is a lack of consistency with Objective 6.1.1 in regards to the proposed use of
preserves as part of the stormwater system. At the pre-development conditions the
stormwater runoff has been flowing from the north of the property to south and
finally being discharged through a control structure into the FDOT right-of-way (for
Davis Blvd) where there is an existing canal. Before the stormwater reaches the
existing canal it is held at the existing preserve 1.
}
2
EAC Meeting
Page 3 of 10
For post development, the proposed drainage plan shows the water flow being
directed, in the opposite direction of the predevelopment conditions, from south to
north by means of a series of conveyance swales and catch basins connected by
underground piping. The stormwater runoff will be directed back to the stormwater
management lake. A 1-day rainfall of 2.1 inches will produce 1 inch of runoff which
will be retained in the stormwater system. Discharge to the preserve will occur when
rainfall amount is greater than 2.1 inches. The analysis provided by the applicant
included an assessment for the period the water will be standing in the upland
preserves for the 25 year 3 days event. However, an assessment for the period the
water will remain in the upland preserve at average rainfall conditions was not
provided. More detailed analysis follows in the Site Description section of this report.
The project as proposed is not consistent with CCME Policy 6.1.1 (5)b.
The project is consistent with Policies 6.2.1 and 6.2.2 of the CCME in that the
wetlands have been flagged and surveyed and a jurisdictional determination has been
received from the SFWMD. The project is consistent with Policy 6.2.6 of the CCME
in that there are preserve areas identified as such on the PUD Master Plan and the
PUD requires the same to be subject to conservation easements.
The project is consistent with the policies of the CCME regarding water quality in
that the stormwater management plan is designed to meet all applicable water quality
standards of the State and will be subject to ERP permitting requirements of the
SFWMD.
The project contains two inactive red-cockaded woodpecker (RCW) cavity trees.
The cavity trees have been inactive for eleven years. The project is consistent with
Policy 7.1.2 in that the cavity trees have been deemed abandoned by both the Florida
Fish and Wildlife Conservation Commission and the United States Fish and Wildlife
Service. In addition, any potential impacts to red-cockaded woodpecker habitat have
been compensated for through the purchase of 30 acres of known RCW habitat
within the Belle Meade Forest.
Habitat management and exotic vegetation removal/maintenance plans are required
at the time of Site Development Plan/Construction Plan submittal. Preserve areas
shall be required to be maintained free of Category I invasive exotic plants, as
defined by the Florida Exotic Pest Plant Council.
Littoral shelf planting areas within wet detention ponds shall be required as part of
Site Development Plan/Construction Plan submittal, and will be required to meet the
minimum planting area requirement in Policy 6.1.7.
The requirement for an Environmental Impact Statement (EIS) pursuant to Policy
6.1.8 has been satisfied.
3
' EAC Meeting
Page 4 of 10
Jurisdictional wetlands have been identified as required in Policies 6.2.1 and 6.2.2.
Pursuant to Policy 6.2.4, the County shall require appropriate agency permits prior to
the issuance of a final local development order permitting site improvements (Site
Development Plan). As stated in Policies 6.2.3 and 6.2.4, where permits issued by
jurisdictional agencies allow for impacts to wetlands within the Urban Designated
Area and require mitigation for such impacts, this shall be deemed to meet the
objective of protection and conservation of wetlands and the natural functions of
wetlands within this area.
A wildlife survey for listed species in accordance with Policy 7.1.2 is included in the
Environmental Impact Statement (EIS). Wildlife habitat management plans for listed
species are required at the time of Site Development Plan/Construction Plan
submittal, the Site Development Plan for the site in currently under review.
VI. MAJOR ISSUES
A. Stormwater Management:
Section 8.06.03 0.2. of the Collier County Land Development Code states "The
surface water management aspects of any petition, that is or will be reviewed and
permitted by South Florida Water Management District (SFWMD), are exempt from
review by the EAC except to evaluate the criteria for allowing treated stormwater to
be discharged into Preserves as allowed in Section 3.05.07."
New Hope Ministries has received Surface Water Management and Water Use
Permits, numbers 11-01174-S and 11-01463-W, from SFWMD and is presently in
for a general permit modification for this expansion from 19.01 acres to 39.89 acres,
but the EAC can evaluate the criteria for allowing treated stormwater to be
discharged into the preserves. This site uses existing Native Preservation Areas as
part of their water management system. From the LiDAR topography, some of this
area appears to be an upland preserve.
The project is within the Lely Area Drainage basin and will be limited to an
allowable discharge rate of 0.06 cfs per acre per Collier County Ordinance 2001-27.
The master site plan submitted with the rezone application is sheet 5 of 15 (this
project is also under review for a Site Development Plan amendment # AR-8168)
and it shows the construction of a county canal along Davis Blvd with a note that the
canal will be constructed per "Section F-F", which shows a wider, shallower canal
than the LASIP design cross-section.. The LASIP permit calls for a canal with a
bottom width of 3 ft and a bottom elevation of 5.0 NGVD and 3:1 sideslopes. The
Section F-F shows a bottom width of approximately 16 ft and a bottom elevation of
7.5, and sideslopes of 4:1. There appears to be an existing ditch along the outside of
the west property line that conveys offsite flows from the parcels to the north to the
Davis Blvd canal. All flow in this basin is to the southwest. The final water
management design will be as per the SFWMD review.
4
' EAC Meeting
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B. ENVIRONMENTAL
1. Site Description:
Proposed discharge of stormwater in preserves
The applicant is proposing to discharge stormwater runoff to the preserve. The
applicant indicates that the stormwater system can be designed to prevent the first
inch of runoff from entering the preserve. The applicant indicates that runoff
volumes greater than this first inch will discharge into the preserve from the
stormwater system. Analysis provided by the applicant indicates that a 1-day rainfall
of 2.1 inches will produce 1 inch of runoff. Therefore, it will take a 1-day rainfall of
greater than 2.1 inches before the stormwater system discharges to the preserve.
Rainfalls less than this value will not result in stormwater system discharging to the
preserve.
Conservation and Coastal Management Element Policy 6.1.1 (5) b. of the Growth
Management Plan allows stormwater in preserves under the following condition:
Receipt of treated stormwater discharge where such use, including
conveyance, treatment and discharge structures, does not result in adverse
impacts on the naturally occurring, native vegetation, to include the loss of
the minimum required vegetation and the harm to any listed species
according to the policies associated with Objective 7.1, as determined by
criteria set forth in the land development regulations. Discharge to
preserves having wetlands requires treatment that will meet water quality
standards as set forth in Chapter, 62-302 F.A.C. and will conform to the
water quality criteria requirements set forth by the South Florida Water
Management District.
The applicant asserts that the discharge of stormwater to the proposed preserves will
not result in adverse impacts to the native vegetation retained in the preserve. The
primary basis for this assertion is that untreated stormwater runoff from the existing
development has been directly discharging to a preserve and that there is no evidence
of adverse impacts to this preserve. The existing preserve is characterized by cypress
and pine (western portion) and pine flatwoods (eastern portion) vegetation and is
underlain by hydric soils in its western side and non-hydric soils on its eastern side.
The applicant has also evaluated daily rainfall data for 1996 through 2007
(Attachment I) and is summarized in Table 01. Daily rainfalls greater than 2.1 inches
average more than 4 events per year for 1996-2006 with a low of 2 events for year
2004 and a high of 9 events for years 2001 and 2005. The applicant also modeled the
impact of a 25-year, 3-day rainfall event (11 inches) on the preserve and found that
the preserve would experience inundation for 10 days with a maximum depth of 1.9
feet.
5
EAC Meeting
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The proposed preserve is mostly underlain by non-hydric soils and can be
characterized as a mesic flatwood. The hydrologic regime of mesic flatwoods are
characterized as having a hydroperiod of a month or less (inundation) and a wet
season water depth of 2 inches or less'.
Some aspects that staff is taking into consideration regards to directing stormwater
into the upland preserves are listed as follows:
The preserve areas at the northern portion of the property consist of upland
pine flatwoods with a dense saw palmetto ground cover strata and are
currently the driest area existing on site;
The type of soils in the preserve areas are characterized predominantly by
Boca Fina Sand (non-hydric) and to a lesser degree Pineda Fine Sand,
Limestone substratum (hydric).
Any runoff will force water to go to the north when historically stormwater
has been flowing away from the preserve areas. It will create a wetter
footprint to the habitat in the preserve areas;
The existing preserve 1 is located adjacent to an existing canal which will help
the preserve to dry off quicker at the end of the rainy season;
The stormwater runoff analysis did not provide an assessment for the period
the water will be stationary in the upland preserves. Since the preserve habitat
is characterized as mesic flatwood and according to Deuver's criteria from
Southwest Florida Pre-development Conditions, this type of habitat can be
inundated for a length of 10 days during the rainy season in a maximum
depth, during a normal wet season, of 2 ft below ground to 0.2 ft above
ground.
2. Wetlands
A total of 13.63 acres of wetlands are proposed to be filled and 1.47 acres are
proposed to be excavated. The habitats which are proposed to be impacted include
hydric pine flatwoods and cypress wetlands heavily infested with melaleuca, and an
area of hydric melaleuca monoculture.
3. Preservation Requirements
The proposed expansion includes impacts to on-site wetlands by the excavation of
1.47 acres of hydric pine flatwoods heavily invaded by melaleuca, and the filling of
13.63 acres of hydric melaleuca, cypress wetlands, and hydric pine flatwoods with
varying degrees of melaleuca infestation. Upland pine flatwoods and melaleuca are
also proposed to be cleared on-site. A total of 0.8 acres of wetlands and a total of
4.93 acres of uplands will be preserved on-site.
1 DUEVER.M.(2002). Southwest Florida Pre-development Vegetation Map.
6
• EAC Meeting
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This project meets the native vegetation preservation requirements. The project is a
commercial development of approximately 40 acres in size. Therefore, a minimum of
fifteen percent of the native vegetation is required to be retained on-site. Of these 40±
acres of on-site native vegetation, 5.7 acres will be preserved.
In addition to the onsite preserve areas the applicant has purchased off-site land to be
used as mitigation credit from the Belle Mead area to compensate for any impacts to
potential red-cockaded woodpecker (RCW) habitat on-site, as previously approved
by Florida Fish and Wildlife Conservation Commission (FFWCC) on the existing
church site.
4. Listed Species
A listed plant and wildlife species survey was conducted on September 2002; June
2004; August 2005; and July 2006 by W. Dexter Bender and Associates, Inc. In order
to provide at least 50% visual coverage, overlapping belt transects spaced
approximately 100 feet apart were walked across the entire parcel. All potential
RCW cavity pine trees were inspected as well. The biologist on site looked for signs
of listed species including tracks, scat, nesting or roosting areas. The wading bird
survey was conducted utilizing meandering pedestrian transects through all of the
onsite wetlands during each survey event.
There were two abandoned RCW cavity trees observed, but they have been inactive
for eleven (11) years. No signs of recent RCW activity were observed. To
compensate for impacts to potential RCW habitat, 30 acres of known RCW habitat in
the Belle Meade area will be enhanced and donated to the State of Florida. Please see
attachment A.4.g.v. for correspondence from the United States Fish and Wildlife
Service and the Florida Fish and Wildlife Conservation Commission indicating their
acceptance of the offsite habitat compensation plan.
A single white ibis (Eudocimus albus) was observed onsite. The proposed onsite
stormwater management lake, onsite preserved wetlands and the wetland portions of
the enhanced 30 acres in the Belle Meade area will compensate for any potential loss
of wading bird habitat. No other protected species were observed onsite.
VII. RECOMMENDATION
Stormwater Management:
1. This project must conform to the requirements and stipulations of the SFWMD
permit for the Lely Area Stormwater Improvement Project.
7
• EAC Meeting
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Environmental:
Staff recommends denial of PUDZ-2003-AR- 3601 New Hope Ministries Phase II for
the following reasons:
The applicant has not demonstrated that the addition of treated stormwater into the
upland preserves on site will not result in adverse impacts on the naturally occurring
native vegetation. This is not consistent with CCME Policy 6.1.1 (5) b
8
EAC Meeting
Page 9 of 10
PREPARED BY:
•'i. 20,6 21x17
STAN CHRZA��i WSKI, P.E. DATE
ENGINEERIN REVIEW MANAGER
ENGINEERING SERVICES DEPARTMENT
CitOCV.R.?1 419Q-1)
CLAUDIA PIOTROWICZ DATE '917
ENVIRONMENTAL SPECIALIST
ENVIRONMENTAL SERVICES DEPARTMENT
MELISSA ZONE. DAT
PRINCIPAL PLANNER
DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW
9
EAC Meeting
Page:9 ofe
REVIEWED BY:
ajA,LOAD--- idly. 2.02L_
BARBARA BUR ESON DATE
PRINCIPAL ENVIRONMENTAL SPECIALIST
ENVIRONMENTAL SERVICES DEPARTMENT
ILLIAM D. LO-1 N , Jr., P.E. DATE
NVIRONMENTAL SERVICES DEPARTMENT DIRECTOR
JEF 'i O �Z � l° 7-
GHT DATE
AS`I ANT COUNTY ATTORNEY
OFF E OF THE COLLIER COUNTY ATTORNEY
APPROVED BY:
42-/70-1
J 0 SEPH K. SCHMITT DATE
OMMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES
ADMINISTRATOR
10
--� ATTACHMENT - 1
NEW HOPE DAILY STORM ANALYSIS
1996-2007
Attached is the data depicting all daily rainfall compiled by the COLGOV_R substation
located at the Government buildings at Airport and US41 in Naples from 1996 through
Jul. 2007. Also attached are the storm routings which conclude that a 1-day storm event
of 2.1"will stage the site to 10.00' NGVD. At this elevation the lake will be filled and
the preserve will begin to be utilized for onsite storage. Below is the breakdown of the
attached rainfall data:
TABLE— 1
NUMBER OF DAILY
YEAR EVENTS >_2.1"
1996 5
1997 5
1998 3
1999 4
2000 2
2001 9
2002 4
2003 6
2004 2
2005 9
2006 3
2007 1
AVERAGE 4.4
According to this data,the preserves onsite will begin to receive water, other than direct
falling rain, a little over 4 times per year.
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Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 1
Project Name: New Hope
Reviewer:
Project Number:
Period Begin: Jan 01, 2000;0000 hr End: Jan 16, 2000;0000 hr Duration: 360 hr
Time Step: 0.2 hr, Iterations: 10
Basin 1: Main
Method: Santa Barbara Unit Hydrograph
Rainfall Distribution: SFWMD - 24 hr
Design Frequency: 3 year
1 Day Rainfall: 2.1 inches
Area: 38.06 acres
Ground Storage: 3.12 inches
Time of Concentration: 0.167 hours
Initial Stage: 9.5 ft NGVD
Stage Storage
(ft NGVD) (acre-ft)
9.50 0.00
10.00 1.12
10.50 2.41
10.58 3.18
11.00 7.29
11.50 14.63
12.00 26.85
12.50 42.51
13.00 59.43
13.50 76.97
14.00 95.13
Offsite Receiving Body: Offsitel
Time Stage
(hr) (ft NGVD)
0.00 9.50
360.00 9.50
Structure: 1
From Basin: Main
To Basin: Offsitel
Structure Type: Gravity
Weir: None
Bleeder: Circular, Invert Elev = 9.5 ft NGVD, Diameter = 0.5 ft
Default Coefs: Weir Coef = 0.6, Orifice Coef = 0.6
Pipe: Diameter = 1.25 ft, Manning's n = 0.013, Length = 900 ft
US Invert Elev = 9.5 ft NGVD, DS Invert Elev = 7.5 ft NGVD, no flap gate
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
0.00 0.00 0.00 0.00 0.00 9.50 9.50
1.00 0.02 0.00 0.00 0.00 9.50 9.50
2.00 0.04 0.00 0.00 0.00 9.50 9.50
3.00 0.07 0.00 0.00 0.00 9.50 9.50
4.00 0.09 0.00 0.00 0.00 9.50 9.50
5.00 0.13 0.00 0.00 0.00 9.50 9.50
'�. 6.00 0.17 0.00 0.00 0.00 9.50 9.50
7.00 0.23 0.00 0.00 0.00 9.50 9.50
8.00 0.29 0.00 0.00 0.00 9.50 9.50
9.00 0.36 0.00 0.00 0.00 9.50 9.50
10.00 0.45 0.00 0.00 0.00 9.50 9.50
11.00 0.56 0.00 0.00 0.00 9.50 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 2
"N
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
= = __==_=== ___
12.00 1.38 13.55 0.03 0.00 9.61 9.50
• 13.00 1.61 2.69 0.21 0.01 9.81 9.50
14.00 1.72 1.68 0.29 0.04 9.87 9.50
15.00 1.78 1.14 0.34 0.06 9.91 9.50
16.00 1.85 1.16 0.38 0.09 9.94 9.50
17.00 1.89 0.71 0.40 0.12 9.95 9.50
18.00 1.92 0.73 0.41 0.16 9.97 9.50
19.00 1.96 0.74 0.43 0.19 9.98 9.50
20.00 2.00 0.75 0.44 0.23 9.99 9.50
21.00 2.02 0.51 0.45 0.27 9.99 9.50
22.00 2.05 0.51 0.45 0.30 9.99 9.50
23.00 2.07 0.52 0.45 0.34 10.00 9.50
24.00 2.10 0.52 0.45 0.38 10.00 9.50
25.00 2.10 0.00 0.44 0.41 9.99 9.50
26.00 2.10 0.00 0.42 0.45 9.97 9.50
27.00 2.10 0.00 0.40 0.48 9.96 9.50
28.00 2.10 0.00 0.38 0.51 9.94 9.50
29.00 2.10 0.00 0.36 0.55 9.93 9.50
30.00 2.10 0.00 0.35 0.57 9.91 9.50
31.00 2.10 0.00 0.33 0.60 9.90 9.50
32.00 2.10 0.00 0.31 0.63 9.89 9.50
33.00 2.10 0.00 0.30 0.65 9.88 9.50 _,
34.00 2.10 0.00 0.29 0.68 9.87 9.50
35.00 2.10 0.00 0.27 0.70 9.86 9.50
36.00 2.10 0.00 0.26 0.72 9.85 9.50
37.00 2.10 0.00 0.25 0.74 9.84 9.50
38.00 2.10 0.00 0.24 0.76 9.83 9.50
.."*\„. 39.00 2.10 0.00 0.23 0.78 9.82 9.50
40.00 2.10 0.00 0.22 0.80 9.81 9.50
41.00 2.10 0.00 0.21 0.82 9.81 9.50
42.00 2.10 0.00 0.20 0.84 9.80 9.50
43.00 2.10 0.00 0.19 0.85 9.79 9.50
44.00 2.10 0.00 0.18 0.87 9.78 9.50
45.00 2.10 0.00 0.17 0.88 9.78 9.50
_ 46.00 2.10 0.00 0.17 0.90 9.77 9.50
47.00 2.10 0.00 0.16 0.91 9.77 9.50
48.00 2.10 0.00 0.15 0.92 9.76 9.50
49.00 2.10 0.00 0.15 0.93 9.75 9.50
50.00 2.10 0.00 0.14 0.95 9.75 9.50
51.00 2.10 0.00 0.14 0.96 9.74 9.50
52.00 2.10 0.00 0.13 0.97 9.74 9.50
53.00 2.10 0.00 0.13 0.98 9.73 9.50
54.00 2.10 0.00 0.12 0.99 9.73 9.50
55.00 2.10 0.00 0.12 1.00 9.72 9.50
56.00 2.10 0.00 0.11 1.01 9.72 9.50
57.00 2.10 0.00 0.11 1.02 9.72 9.50
58.00 2.10 0.00 0.11 1.03 9.71 9.50
59.00 2.10 0.00 0.10 1.04 9.71 9.50
60.00 2.10 0.00 0.10 1.04 9.70 9.50
61.00 2.10 0.00 0.10 1.05 9.70 9.50
62.00 2.10 0.00 0.09 1.06 9.70 9.50
63.00 2.10 0.00 0.09 1.07 9.69 9.50
64.00 2.10 0.00 0.09 1.08 9.69 9.50
65.00 2.10 0.00 0.08 1.08 9.69 9.50
66.00 2.10 0.00 0.08 1.09 9.68 9.50
67.00 2.10 0.00 0.08 1.10 9.68 9.50
68.00 2.10 0.00 0.08 1.10 9.68 9.50
69.00 2.10 0.00 0.08 1.11 9.68 9.50
70.00 2.10 0.00 0.07 1.11 9.67 9.50
71.00 2.10 0.00 0.07 1.12 9.67 9.50
""\ 72.00 2.10 0.00 0.07 1.13 9.67 9.50
73.00 2.10 0.00 0.07 1.13 9.67 9.50
74.00 2.10 0.00 0.07 1.14 9.66 9.50
75.00 2.10 0.00 0.06 1.14 9.66 9.50
76.00 2.10 0.00 0.06 1.15 9.66 9.50
77.00 2.10 0.00 0.06 1.15 9.66 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 3
` Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
78.00 2.10 0.00 0.06 1.16 9.65 9.50
79.00 2.10 0.00 0.06 1.16 9.65 9.50
80.00 2.10 0.00 0.06 1.17 9.65 9.50
81.00 2.10 0.00 0.05 1.17 9.65 9.50
82.00 2.10 0.00 0.05 1.18 9.65 9.50
83.00 2.10 0.00 0.05 1.18 9.64 9.50
84.00 2.10 0.00 0.05 1.18 9.64 9.50
85.00 2.10 0.00 0.05 1.19 9.64 9.50
86.00 2.10 0.00 0.05 1.19 9.64 9.50
87.00 2.10 0.00 0.05 1.20 9.64 9.50
88.00 2.10 0.00 0.05 1.20 9.64 9.50
89.00 2.10 0.00 0.04 1.20 9.63 9.50
90.00 2.10 0.00 0.04 1.21 9.63 9.50
91.00 2.10 0.00 0.04 1.21 9.63 9.50
92.00 2.10 0.00 0.04 1.21 9.63 9.50
93.00 2.10 0.00 0.04 1.22 9.63 9.50
94.00 2.10 0.00 0.04 1.22 9.63 9.50
95.00 2.10 0.00 0.04 1.22 9.62 9.50
96.00 2.10 0.00 0.04 1.23 9.62 9.50
97.00 2.10 0.00 0.04 1.23 9.62 9.50
98.00 2.10 0.00 0.04 1.23 9.62 9.50
99.00 2.10 0.00 0.04 1.24 9.62 9.50 _,
100.00 2.10 0.00 0.03 1.24 9.62 9.50
101.00 2.10 0.00 0.03 1.24 9.62 9.50
102.00 2.10 0.00 0.03 1.24 9.62 9.50
103.00 2.10 0.00 0.03 1.25 9.61 9.50
,,� 104.00 2.10 0.00 0.03 1.25 9.61 9.50
105.00 2.10 0.00 0.03 1.25 9.61 9.50
106.00 2.10 0.00 0.03 1.26 9.61 9.50
107.00 2.10 0.00 0.03 1.26 9.61 9.50
108.00 2.10 0.00 0.03 1.26 9.61 9.50
109.00 2.10 0.00 0.03 1.26 9.61 9.50
110.00 2.10 0.00 0.03 1.27 9.61 9.50
111.00 2.10 0.00 0.03 ' 1.27 9.61 9.50
112.00 2.10 0.00 0.03 1.27 9.60 9.50
113.00 2.10 0.00 0.03 1.27 9.60 9.50
114.00 2.10 0.00 0.03 1.27 9.60 9.50
115.00 2.10 0.00 0.03 1.28 9.60 9.50
116.00 2.10 0.00 0.03 1.28 9.60 9.50
117.00 2.10 0.00 0.03 1.28 9.60 9.50
118.00 2.10 0.00 0.02 1.28 9.60 9.50
119.00 2.10 0.00 0.02 1.28 9.60 9.50
120.00 2.10 0.00 0.02 1.29 9.60 9.50
121.00 2.10 0.00 0.02 1.29 9.60 9.50
122.00 2.10 0.00 0.02 1.29 9.59 9.50
123.00 2.10 0.00 0.02 1.29 9.59 9.50
124.00 2.10 0.00 0.02 1.29 9.59 9.50
125.00 2.10 0.00 0.02 1.30 9.59 9.50
126.00 2.10 0.00 0.02 1.30 9.59 9.50
127.00 2.10 0.00 0.02 1.30 9.59 9.50
128.00 2.10 0.00 0.02 1.30 9.59 9.50
129.00 2.10 0.00 0.02 1.30 9.59 9.50
130.00 2.10 0.00 0.02 1.30 9.59 9.50
131.00 2.10 0.00 0.02 1.31 9.59 9.50
132.00 2.10 0.00 0.02 1.31 9.59 9.50
133.00 2.10 0.00 0.02 1.31 9.59 9.50
134.00 2.10 0.00 0.02 1.31 9.59 9.50
135.00 2.10 0.00 0.02 1.31 9.58 9.50
136.00 2.10 0.00 0.02 1.31 9.58 9.50
137.00 2.10 0.00 0.02 1.32 9.58 9.50
j'"N 138.00 2.10 0.00 0.02 1.32 9.58 9.50
139.00 2.10 0.00 0.02 1.32 9.58 9.50
140.00 2.10 0.00 0.02 1.32 9.58 9.50
141.00 2.10 0.00 0.02 1.32 9.58 9.50
142.00 2.10 0.00 0.02 1.32 9.58 9.50
143.00 2.10 0.00 0.02 1.32 9.58 9.50
s
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 4
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
144.00 2.10 0.00 0.02 1.33 9.58 9.50
145.00 2.10 0.00 0.02 1.33 9.58 9.50
146.00 2.10 0.00 0.02 1.33 9.58 9.50
147.00 2.10 0.00 0.02 1.33 9.58 9.50
148.00 2.10 0.00 0.02 1.33 9.58 9.50
149.00 2.10 0.00 0.02 1.33 9.58 9.50
150.00 2.10 0.00 0.01 -1.33 9.58 9.50
151.00 2.10 0.00 0.01. 1.33 9.58 9.50
152.00 2.10 0.00 0.01 1.34 9.57 9.50
153.00 2.10 0.00 0.01 1.34 9.57 9.50
154.00 2.10 0.00 0.01 1.34 9.57 9.50
155.00 2.10 0.00 0.01 1.34 9.57 9.50
156.00 2.10 0.00 0.01 1.34 9.57 9.50
157.00 2.10 0.00 0.01 1.34 9.57 9.50
158.00 2.10 0.00 0.01 1.34 9.57 9.50
159.00 2.10 0.00 0.01 1.34 9.57 9.50
160.00 2.10 0.00 0.01 1.34 9.57 9.50
161.00 2.10 0.00 0.01 1.35 9.57 9.50
162.00 2.10 0.00 0.01 1.35 9.57 9.50
163.00 2.10 0.00 0.01 1.35 9.57 9.50
164.00 2.10 0.00 0.01 1.35 9.57 9.50
165.00 2.10 0.00 0.01 1.35 9.57 9.50
166.00 2.10 0.00 0.01 1.35 9.57 9.50
167.00 2.10 0.00 0.01 1.35 9.57 9.50
168.00 2.10 0.00 0.01 1.35 9.57 9.50
169.00 2.10 0.00 0.01 1.35 9.57 9.50
170.00 2.10 0.00 0.01 1.35 9.57 9.50
171.00 2.10 0.00 0.01 1.36 9.57 9.50
/--• 172.00 2.10 0.00 0.01 1.36 9.57 9.50
173.00 2.10 0.00 0.01 1.36 9.56 9.50
174.00 2.10 0.00 0.01 1.36 9.56 9.50
175.00 2.10 0.00 0.01 1.36 9.56 9.50
176.00 2.10 0.00 0.01 1.36 9.56 9.50
177.00 2.10 0.00 0.01 1.36 9.56 9.50
178.00 2.10 0.00 0.01 1.36 9.56 9.50
179.00 2.10 0.00 0.01 1.36 9.56 9.50
180.00 2.10 0.00 0.01 1.36 9.56 9.50
181.00 2.10 0.00 0.01 1.36 9.56 9.50
182.00 2.10 0.00 0.01 1.37 9.56 9.50
183.00 2.10 0.00 0.01 1.37 9.56 9.50
184.00 2.10 0.00 0.01 1.37 9.56 9.50
185.00 2.10 0.00 0.01 1.37 9.56 9.50
186.00 2.10 0.00 0.01 1.37 9.56 9.50
187.00 2.10 0.00 0.01 1.37 9.56 9.50
188.00 2.10 0.00 0.01 1.37 9.56 9.50
189.00 2.10 0.00 0.01 1.37 9.56 9.50
190.00 2.10 0.00 0.01 1.37 9.56 9.50
191.00 2.10 0.00 0.01 1.37 9.56 9.50
192.00 2.10 0.00 0.01 1.37 9.56 9.50
193.00 2.10 0.00 0.01 1.37 9.56 9.50
194.00 2.10 0.00 0.01 1.37 9.56 9.50
195.00 2.10 0.00 0.01 1.37 9.56 9.50
196.00 2.10 0.00 0.01 1.38 9.56 9.50
197.00 2.10 0.00 0.01 1.38 9.56 9.50
198.00 2.10 0.00 0.01 1.38 9.56 9.50
199.00 2.10 0.00 0.01 1.38 9.56 9.50
200.00 2.10 0.00 0.01 1.38 9.56 9.50
201.00 2.10 0.00 0.01 1.38 9.56 9.50
202.00 2.10 0.00 0.01 1.38 9.56 9.50
203.00 2.10 0.00 0.01 1.38 9.55 9.50
�""N 204.00 2.10 0.00 0.01 1.38 9.55 9.50
205.00 2.10 0.00 0:01 1.38 9.55 9.50
206.00 2.10 0.00 0.01 1.38 9.55 9.50
207.00 2.10 0.00 0.01 1.38 - 9.55 9.50
208.00 2.10 0.00 0.01 1.38 9.55 9.50
209.00 2.10 0.00 0.01 1.38 9.55 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.i in 24hr Page 5
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
210.00 2.10 0.00 0.01 1.38 9.55 9.50
211.00 2.10 0.00 0.01 1.39 9.55 9.50
212.00 2.10 0.00 0.01 1.39 9.55 9.50
213.00 2.10 0.00 0.01 1.39 9.55 9.50
214.00 2.10 0.00 0.01 1.39 9.55 9.50
215.00 2.10 0.00 0.01 1.39 9.55 9.50
216.00 2.10 0.00 _ 0.01 1.39 9.55 9.50
217.00 2.10 0.00 0.01 1.39 9.55 9.50
218.00 2.10 0.00 0.01 1.39 9.55 9.50
219.00 2.10 0.00 0.01 1.39 9.55 9.50
220.00 2.10 0.00 0.01 1.39 9.55 9.50
221.00 2.10 0.00 0.01 1.39 9.55 9.50
222.00 2.10 0.00 0.01 1.39 9.55 9.50
223.00 2.10 0.00 0.01 1.39 9.55 9.50
224.00 2.10 0.00 0.01 1.39 9.55 9.50
225.00 2.10 0.00 0.01 1.39 9.55 9.50
226.00 2.10 0.00 0.01 1.39 9.55 9.50
227.00 2.10 0.00 0.01 1.39 9.55 9.50
228.00 2.10 0.00 0.01 1.39 9.55 9.50
229.00 2.10 0.00 0.01 1.40 9.55 9.50
230.00 2.10 0.00 0.01 1.40 9.55 9.50
231.00 2.10 0.00 0.01 1.40 9.55 9.50
232.00 2.10 0.00 0.01 1.40 9.55 9.50
233.00 2.10 0.00 0.01 1.40 9.55 9.50
234.00 2.10 0.00 0.01 1.40 9.55 9.50
235.00 2.10 0.00 0.01 1.40 9.55 9.50
236.00 2.10 0.00 0.01 1.40 9.55 9.50
237.00 2.10 0.00 0.01 1.40 9.55 9.50
/'-• 238.00 2.10 0.00 0.01 1.40 9.55 9.50
239.00 2.10 0.00 0.01 1.40 9.55 9.50
240.00 2.10 0.00 0.01 1.40 9.55 9.50
241.00 2.10 0.00 0.01 1.40 9.55 9.50
242.00 2.10 0.00 0.01 1.40 9.55 9.50
243.00 2.10 0.00 0.01 1.40 9.55 9.50
244.00 2.10 0.00 0.01 1.40 9.55 9.50
245.00 2.10 0.00 0.01 1.40 9.54 9.50
246.00 2.10 0.00 0.01 1.40 9.54 9.50
247.00 2.10 0.00 0.01 1.40 9.54 9.50
248.00 2.10 0.00 0.01 1.40 9.54 9.50
249.00 2.10 0.00 0.01 1.40 . 9.54 9.50
250.00 2.10 0.00 0.01 1.40 9.54 9.50
251.00 2.10 0.00 0.00 1.40 9.54 9.50
252.00 2.10 0.00 0.00 1.41 9.54 9.50
253.00 2.10 0.00 0.00 1.41 9.54 9.50
254.00 2.10 0.00 0.00 1.41 9.54 9.50
255.00 2.10 0.00 0.00 1.41 9.54 9.50
256.00 2.10 0.00 0.00 1.41 9.54 9.50
257.00 2.10 0.00 0.00 1.41 9.54 9.50
258.00 2.10 0.00 0.00 1.41 9.54 9.50
259.00 2.10 0.00 0.00 1.41 9.54 9.50
260.00 2.10 0.00 0.00 1.41 9.54 9.50
261.00 2.10 0.00 0.00 1.41 9.54 9.50
262.00 2.10 0.00 0.00 1.41 9.54 9.50
263.00 2.10 0.00 0.00 1.41 9.54 9.50
264.00 2.10 0.00 0.00 1.41 9.54 9.50
265.00 2.10 0.00 0.00 1.41 9.54 9.50
266.00 2.10 0.00 0.00 1.41 9.54 9.50
267.00 2.10 0.00 0.00 1.41 9.54 9.50
268.00 2.10 0.00 0.00 1.41 9.54 9.50
269.00 2.10 0.00 0.00 1.41 9.54 9.50
"--, 270.00 2.10 0.00 0.00 1.41 9.54 9.50
N, 271.00 2.10 0.00 0.00 1.41 9.54 9.50
272.00 2.10 0.00 0.00 1.41 9.54 9.50
273.00 2.10 0.00 0.00 1.41 9.54 9.50
274.00 2.10 0.00 0.00 1.41 9.54 9.50
275.00 2.10 0.00 0.00 1.41 9.54 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 6
r -t .
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
a a_. s
276.00 2.10 0.00 0.00 1.41 9.54 9.50
277.00 2.10 0.00 0.00 1.41 9.54 9.50
278.00 2.10 0.00 0.00 1.41 9.54 9.50
279.00 2.10 0.00 0.00 1.42 9.54 9.50
280.00 2.10 0.00 0.00 1.42 9.54 9.50
281.00 2.10 0.00 0.00 1.42 9.54 9.50
282.00 2.10 0.00_ 0.00 1.42 9.54 9.50
283.00 2.10 0.00 0.00 1.42 9.54 9.50
284.00 2.10 0.00 0.00 1.42 9.54 9.50
285.00 2.10 0.00 0.00 1.42 9.54 9.50
286.00 2.10 0.00 0.00 1.42 9.54 9.50
287.00 2.10 0.00 0.00 1.42 9.54 9.50
288.00 2.10 0.00 0.00 1.42 9.54 9.50
289.00 2.10 0.00 0.00 1.42 9.54 9.50
290.00. 2.10 0.00 0.00 1.42 9.54 9.50
291.00 2.10 0.00 0.00 1.42 9.54 9.50
292.00 2.10 0.00 0.00 • 1.42 9.54 9.50
293.00 2.10 0.00 0.00 1.42 9.54 9.50
294.00 2.10 0.00 0.00 1.42 9.54 9.50
295.00 2.10 0.00 0.00 1.42 9.54 9.50
296.00 2.10 0.00 0.00 1.42 9.54 9.50
297.00 2.10 0.00 0.00 1.42 9.54 9.50 -.
298.00 2.10 0.00 0.00 1.42 9.54 9.50
299.00 2.10 0.00 0.00 1.42 9.54 9.50
300.00 2.10 0.00 0.00 1.42 9.54 9.50
301.00 2.10 0.00 0.00 1.42 9.54 9.50
302.00 2.10 0.00 0.00 1.42 9.54 9.50
303.00 2.10 0.00 0.00 1.42 9.54 9.50
,--"\ 304.00 2.10 0.00 0.00 1.42 9.54 9.50
305.00 2.10 0.00 0.00 1.42 9.54 9.50
306.00 2.10 0.00 0.00 1.42 9.54 9.50
307.00 2.10 0.00 0.00 1.42 9.54 9.50
308.00 2.10 0.00 0.00 1.42 9.54 9.50
309.00 2.10 0.00 0.00 1.42 9.54 9.50
_ 310.00 2.10 0.00 0.00 1.42 9.54 9.50
311.00 2.10 0.00 0.00 1.42 9.53 9.50
312.00 2.10 0.00 0.00 1.42 9.53 9.50
313.00 2.10 0.00 0.00 1.43 9.53 9.50
314.00 2.10 0.00 0.00 1.43 9.53 9.50
315.00 2.10 0.00 0.00 1.43 9.53 9.50
316.00 2.10 0.00 0.00 1.43 9.53 9.50
317.00 2.10 0.00 0.00 1.43 9.53 9.50
318.00 2.10 0.00 0.00 1.43 9.53 9.50
319.00 2.10 0.00 0.00 1.43 9.53 9.50
320.00 2.10 0.00 0.00 1.43 9.53 9.50
321.00 2.10 0.00 0.00 1.43 9.53 9.50
322.00 2.10 0.00 0.00 1.43 9.53 9.50
323.00 2.10 0.00 0.00 1.43 9.53 9.50
324.00 2.10 0.00 0.00 1.43 9.53 9.50
325.00 2.10 0.00 0.00 1.43 9.53 9.50
326.00 2.10 0.00 0.00 1.43 9.53 9.50
327.00 2.10 0.00 0.00 1.43 9.53 9.50
328.00 2.10 0.00 0.00 1.43 9.53 9.50
329.00 2.10 0.00 0.00 1.43 9.53 9.50
330.00 2.10 0.00 0.00 1.43 9.53 9.50
331.00 2.10 0.00 0.00 1.43 9.53 9.50
332.00 2.10 0.00 0.00 1.43 9.53 9.50
333.00 2.10 0.00 0.00 1.43 9.53 9.50
334.00 2.10 0.00 0.00 1.43 9.53 9.50
335.00 2.10 0.00 0.00 1.43 9.53 9.50
""� 336.00 2.10 0.00 0.00 1.43 9.53 9.50
337.00 2.10 0.00 0.00 1.43 9.53 9.50
338.00 2.10 0.00 0.00 1.43 9.53 9.50
339.00 2.10 0.00 0.00 1.43 9.53 9.50
340.00 2.10 0.00 0.00 1.43 9.53 9.50
341.00 2.10 0.00 0.00 1.43 9.53 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 7
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
342.00 2.10 0.00 0.00 1.43 9.53 9.50
343.00 2.10 0.00 0.00 1.43 9.53 9.50
344.00 2.10 0.00 0.00 1.43 9.53 9.50
345.00 2.10 0.00 0.00 1.43 9.53 9.50
346.00 2.10 0.00 0.00 1.43 ' 9.53 9.50
347.00 2.10 0.00 0.00 1.43 9.53 9.50
348.00 2.10 0.00 0.00 1.43 9.53 9.50 1
•
349.00 2.10 0.00 0.00 1.43 9.53 9.50
350.00 2.10 0.00 0.00 1.43 9.53 9.50
351.00 2.10 0.00 0.00 1.43 9.53 9.50
352.00 2.10 0.00 0.00 1.43 9.53 9.50
353.00 2.10 0.00 0.00 1.43 9.53 9.50
354.00 2.10 0.00 0.00 1.43 9.53 9.50
355.00 2.10 0.00 0.00 1.43 9.53 9.50
356.00 2.10 0.00 0.00 1.43 9.53 9.50
357.00 2.10 0.00 0.00 1.44 9.53 9.50
358.00 2.10 0.00 0.00 1.44 9.53 9.50
359.00 2.10 0.00 0.00 1.44 9.53 9.50
360.00 2.10 0.00 0.00 1.44 9.53 9.50
Structure: 2
From Basin: Main
To Basin: Offsitel
Structure Type: Gravity
Weir: None
Bleeder: Rect, Invert Elev = 10.5801 ft NGVD, Height = 0.4375 ft, Width = 0.5 ft
"-N.. Default Coefs: Weir Coef = 3.13, Orifice Coef = 0.6
Pipe: Diameter = 1.25 ft, Manning's n = 0.013, Length = 900 ft
US Invert Elev = 9.5 ft NGVD, DS Invert Elev = 7.5 ft NGVD, no flap gate
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
_ (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
= ==
0.00 0.00 0.00 0 00 0.00 9.50 9.50
1.00 0.02 0.00 0.00 0.00 9.50 9.50
2.00 0.04 0.00 0.00 0.00 9.50 9.50
3.00 0.07 0.00 0.00 0.00 9.50 9.50
4.00 0.09 0.00 0.00 0.00 9.50 9.50
5.00 0.13 0.00 0.00 0.00 9.50 9.50
6.00 0.17 0.00 0.00 0.00 9.50 9.50
7.00 0.23 0.00 0.00 0.00 9.50 9.50
8.00 0.29 0.00 0.00 0.00 9.50 9.50
9.00 0.36 0.00 0.00 0.00 9.50 9.50
10.00 0.45 0.00 0.00 0.00 9.50 9.50
11.00 0.56 0.00 0.00 0.00 9.50 9.50
12.00 1.38 13.55 0.00 0.00 9.61 9.50
13.00 1.61 2.69 0.00 0.00 9.81 9.50
14.00 1.72 1.68 0.00 . 0.00 9.87 9.50
15.00 1.78 1.14 0.00 0.00 9.91 9.50
16.00 1.85 1.16 0.00 0.00 9.94 9.50
17.00 1.89 0.71 0.00 0.00 9.95 9.50
18.00 1.92 0.73 0.00 0.00 9.97 9.50
19.00 1.96 0.74 0.00 0.00 9.98 9.50
20.00 2.00 0.75 0.00 0.00 9.99 9.50
21.00 2.02 0.51 0.00 0.00 9.99 9.50
22.00 2.05 0.51 0.00 0.00 9.99 9.50
23.00 2.07 0.52 0.00 0.00 10.00 9.50
0,----, 24.00 2.10 0.52 0.00 0.00 10.00 9.50
25.00 2.10 0.00 0.00 0.00 9.99 9.50
26.00 2.10 0.00 0.00 0.00 9.97 9.50
27.00 2.10 0.00 0.00 0.00 9.96 9.50
28.00 2.10 0.00 0.00 0.00 9.94 9.50
29.00 2.10 0.00 0.00 0.00 9.93 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr -• Page 8
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
= == =====_=_
30.00 2.10 0.00 0.00 0.00 9.91 9.50
31.00 2.10 0.00 0.00 0.00 9.90 9.50
32.00 2.10 0.00 0.00 0.00 9.89 9.50
33.00 2.10 0.00 0.00 0.00 9.88 9.50
34.00 2.10 0.00 0.00 0.00 9.87 9.50
35.00 2.10 0.00 0.00 0.00 9.86 9.50
36.00 2.10 0.00 0.00 0.00 9.85 9.50
37.00 2.10 0.00 0.00 0.00 9.84 9.50
38.00 2.10 0.00 0.00 0.00 9.83 9.50
39.00 2.10 0.00 0.00 0.00 9.82 9.50
40.00 2.10 0.00 0.00 0.00 9.81 9.50
41.00 2.10 0.00 0.00 0.00 9.81 9.50
42.00 2.10 0.00 0.00 0.00 9.80 9.50
43.00 2.10 0.00 0.00 0.00 9.79 9.50
44.00 2.10 0.00 0.00 0.00 9.78 9.50
45.00 2.10 0.00 0.00 0.00 9.78 9.50
46.00 2.10 0.00 0.00 0.00 9.77 9.50
47.00 2.10 0.00 0.00 0.00 9.77 9.50
48.00 2.10 0.00 0.00 0.00 9.76 9.50
49.00 2.10 0.00 0.00 0.00 9.75 9.50
50.00 2.10 0.00 0.00 0.00 9.75 9.50
51.00 2.10 0.00 0.00 0.00 9.74 9.50 _
52.00 2.10 0.00 0.00 0.00 9.74 9.50
53.00 2.10 0.00 0.00 0.00 9.73 9.50
54.00 2.10 0.00 0.00 0.00 9.73 9.50
55.00 2.10 0.00 0.00 0.00 9.72 9.50
56.00 2.10 0.00 0.00 0.00 9.72 9.50
57.00 2.10 0.00 0.00 0.00 9.72 9.50
�-y 58.00 2.10 0.00 0.00 0.00 9.71 9.50
59.00 2.10 0.00 0.00 0.00 9.71 9.50
60.00 2.10 0.00 0.00 0.00 9.70 9.50
61.00 2.10 0.00 0.00 0.00 , 9.70 9.50
62.00 2.10 0.00 0.00 0.00 9.70 9.50
63.00 2.10 0.00 0.00 0.00 9.69 9.50
64.00 2.10 0.00 0.00 0.00 9.69 9.50
65.00 2.10 0.00 0.00 0.00 9.69 9.50
66.00 2.10 0.00 0.00 0.00 9.68 9.50
67.00 2.10 0.00 0.00 0.00 9.68 9.50
68.00 2.10 0.00 0.00 0.00 9.68 9.50
69.00 2.10 0.00 0.00 0.00 9.68 9.50
70.00 2.10 0.00 0.00 0.00 9.67 9.50
71.00 2.10 0.00 0.00 0.00 9.67 9.50
72.00 2.10 0.00 0.00 0.00 9.67 9.50
73.00 2.10 0.00 0.00 0.00 9.67 9.50
74.00 2.10 0.00 0.00 0.00 9.66 9.50
75.00 2.10 0.00 0.00 0.00 9.66 9.50
76.00 2.10 0.00 0.00 0.00 9.66 9.50
77.00 2.10 0.00 0.00 0.00 9.66 9.50
78.00 2.10 0.00 0.00 0.00 9.65 9.50
79.00 2.10 0.00 0.00 0.00 9.65 9.50
80.00 2.10 0.00 0.00 0.00 9.65 9.50
81.00 2.10 0.00 0.00 0.00 9.65 9.50
82.00 2.10 0.00 0.00 0.00 9.65 9.50
83.00 2.10 0.00 0.00 0.00 9.64 9.50
84.00 2.10 0.00 0.00 0.00 9.64 9.50
85.00 2.10 0.00 0.00 0.00 9.64 9.50
86.00 2.10 0.00 0.00 0.00 9.64 9.50
87.00 2.10 0.00 0.00 0.00 9.64 9.50
88.00 2.10 0.00 0.00 0.00 9.64 9.50
89.00 2.10 0.00 0.00 0.00 9.63 9.50
+"� 90.00 2.10 0.00 0.00 0.00 9.63 9.50
N 91.00 2.10 0.00 0.00 0.00 9.63 9.50
92.00 2.10 0.00 0.00 0.00 9.63 9.50
93.00 2.10 0.00 0.00 0.00 9.63 9.50
94.00 2.10 0.00 0.00 0.00 9.63 9.50
95.00 2.10 0.00 0.00 0.00 9.62 9.50
•
Cascade 2001 Version 1.0
.storm that stages to preserve 2.1 in 24hr Page 9
a... .
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
96.00 2.10 0.00 0.00 0.00 9.62 9.50
97.00 2.10 0.00 0.00 0.00 9.62 9.50
98.00 2.10 0.00 0.00 0.00 9.62 9.50
99.00 2.10 0.00 0.00 0.00 9.62 9.50
100.00 2.10 0.00 0.00 0.00 9.62 9.50
101.00 2.10 0.00 0.00 0.00 9.62 9.50
102.00 2.10 0.00 0.00 0.00 9.62 9.50 -
103.00 2.10 0.00 0.00 0.00 9.61 9.50
104.00 2.10 0.00 0.00 0.00 9.61 9.50
105.00 2.10 0.00 0.00 0.00 9.61 9.50
106.00 2.10 0.00 0.00 0.00 9.61 9.50
107.00 2.10 0.00 0.00 0.00 9.61 9.50
108.00 2.10 0.00 0.00 0.00 9.61 9.50
109.00 2.10 0.00 0.00 0.00 9.61 9.50
•
110.00 2.10 0.00 0.00 0.00 9.61 9.50
111.00 2.10 0.00 0.00 0.00 9.61 9.50
112.00 2.10 0.00 0.00 0.00 9.60 9.50
113.00 2.10 0.00 0.00 0.00 9.60 9.50
114.00 2.10 0.00 0.00 0.00 9.60 9.50
115.00 2.10 0.00 0.00 0.00 9.60 9.50
116.00 2.10 0.00 0.00 0.00 9.60 9.50
117.00 2.10 0.00 0.00 0.00 9.60 9.50
118.00 2.10 0.00 0.00 0.00 9.60 9.50
119.00 2.10 0.00 0.00 0.00 9.60 9.50
120.00 2.10 0.00 0.00 0.00 9.60 9.50
121.00 2.10 0.00 0.00 0.00 9.60 9.50
122.00 2.10 0.00 0.00 0.00 9.59 9.50
•0*. 123.00 2.10 0.00 0.00 0.00 9.59 9.50
124.00 2.10 0.00 0.00 0.00 9.59 9.50
125.00 2.10 0.00 0.00 0.00 9.59 9.50
126.00 2.10 0.00 0.00 0.00 9.59 9.50
127.00 2.10 0.00 0.00 0.00 9.59 9.50
128.00 2.10 0.00 0.00 0.00 9.59 9.50
129.00 2.10 0.00 0.00 0.00 9.59 9.50
- 130.00 2.10 0.00 0.00 0.00 9.59 9.50
131.00 2.10 0.00 0.00 0.00 9.59 9.50
132.00 2.10 0.00 0.00 0.00 9.59 9.50
133.00 2.10 0.00 0.00 0.00 9.59 9.50
134.00 2.10 0.00 0.00 0.00 9.59 9.50
135.00 2.10 0.00 0.00 0.00 9.58 9.50
136.00 2.10 0.00 0.00 0.00 9.58 9.50
137.00 2.10 0.00 0.00 0.00 9.58 9.50
138.00 2.10 0.00 0.00 • 0.00 9.58 9.50
139.00 2.10 0.00 0.00 ' 0.00 9.58 9.50
140.00 2.10 0.00 0.00 0.00 9.58 9.50
141.00 2.10 0.00 0.00 0.00 9.58 9.50
142.00 2.10 0.00 0.00 0.00 9.58 9.50
143.00 2.10 0.00 0.00 0.00 9.58 9.50
144.00 2.10 0.00 0.00 0.00 9.58 9.50
145.00 2.10 0.00 0.00 0.00 9.58 9.50
146.00 2.10 0.00 0.00 0.00 9.58 9.50
147.00 2.10 0.00 0.00 0.00 9.58 9.50
148.00 2.10 0.00 0.00 0.00 9.58 9.50
149.00 2.10 0.00 0.00 0.00 9.58 9.50
150.00 2.10 0.00 0.00 0.00 9.58 9.50
151.00 2.10 0.00 0.00 0.00 9.58 9.50
152.00 2.10 0.00 0.00 0.00 9.57 9.50
153.00 2.10 0.00 0.00 0.00 9.57 9.50
154.00 2.10 0.00 0.00 0.00 9.57 9.50
155.00 2.10 0.00 0.00 0.00 9.57 9.50
156.00 2.10 0.00 0.00 0.00 9.57 9.50
` 157.00 2.10 0.00 0.00 0.00 9.57 9.50
158.00 2.10 0.00 0.00 0.00 9.57 9.50
159.00 2.10 0.00 0.00 0.00 9.57 9.50
160.00 2.10 0.00 0.00 0.00 9.57 9.50
161.00 2.10 0.00 0.00 0.00 9.57 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 10
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
162.00 2.10 0.00 0.00 0.00 9.57 9.50
163.00 2.10 0.00 0.00 0.00 9.57 9.50
164.00 2.10 0.00 0.00 0.00 9.57 9.50
165.00 2.10 0.00 0.00 0.00 9.57 9.50
166.00 2.10 0.00 0.00 0.00 9.57 9.50
167.00 2.10 0.00 0.00 0.00 9.57 9.50
168.00 _ 2.10 0.00 0.00 0.00 - 9.57 9.50
169.00 2.10 0.00 0.00 0.00 9.57 9.50
170.00 2.10 0.00 0.00 0.00 9.57 9.50
171.00 2.10 0.00 0.00 0.00 9.57 9.50
172.00 2.10 0.00 0.00 0.00 9.57 9.50
173.00 2.10 0.00 0.00 0.00 9.56 9.50
174.00 2.10 0.00 0.00 0.00 9.56 9.50
175.00 2.10 0.00 0.00 0.00 9.56 9.50
176.00 2.10 0.00 0.00 0.00 9.56 9.50
177.00 2.10 0.00 0.00 0.00 9.56 9.50
178.00 2.10 0.00 0.00 0.00 9.56 9.50
179.00 2.10 0.00 0.00 0.00 9.56 9.50
180.00 2.10 0.00 0.00 0.00 9.56 9.50
181.00 2.10 0.00 0.00 0.00 9.56 9.50
182.00 2.10 0.00 0.00 0.00 9.56 9.50
183.00 2.10 0.00 0.00 0.00 9.56 9.50
184.00 2.10 0.00 0.00 0.00 9.56 9.50
185.00 2.10 0.00 0.00 0.00 9.56 9.50 '
.186.00 2.10 0.00 0.00 0.00 9.56 9.50
187.00 2.10 0.00 0.00 0.00 9.56 9.50
188.00 2.10 0.00 0.00 0.00 9.56 9.50
//6' 189.00 2.10 0.00 0.00 0.00 9.56 9.50
190.00 2.10 0.00 0.00 0.00 9.56 9.50
191.00 2.10 0.00 0.00 0.00 9.56 9.50
192.00 2.10 0.00 0.00 0.00 9.56 9.50
193.00 2.10 0.00 0.00 0.00 9.56 9.50
194.00 2.10 0.00 0.00 0.00 9.56 9.50
195.00 2.10 0.00 0.00 0.00 9.56 9.50
- 196.00 2.10 0.00 0.00 0.00 9.56 9.50
197.00 2.10 0.00 0.00 0.00 9.56 9.50
198.00 2.10 0.00 0.00 0.00 9.56 9.50
199.00 2.10 0.00 0.00 0.00 9.56 9.50
200.00 2.10 0.00 0.00 0.00 9.56 9.50
201.00 2.10 0.00 0.00 0.00 9.56 9.50
202.00 2.10 0.00 0.00 0.00 9.56 9.50
203.00 2.10 0.00 0.00 0.00 9.55 9.50
204.00 2.10 0.00 0.00 0.00 9.55 9.50
205.00 2.10 0.00 0.00 0.00 9.55 9.50
206.00 2.10 0.00 0.00 0.00 9.55 9.50
207.00 2.10 0.00 0.00 0.00 9.55 9.50
208.00 2.10 0.00 0.00 0.00 9.55 9.50
209.00 2.10 0.00 0.00 0.00 9.55 9.50
210.00 2.10 0.00 0.00 0.00 9.55 9.50
211.00 2.10 0.00 0.00 0.00 9.55 9.50
212.00 2.10 0.00 0.00 0.00 9.55 9.50
213.00 2.10 0.00 0.00 0.00 9.55 9.50
214.00 2.10 0.00 0.00 0.00 9.55 9.50
215.00 2.10 0.00 0.00 0.00 9.55 9.50
216.00 2.10 0.00 0.00 0.00 9.55 9.50
217.00 2.10 0.00 0.00 0.00 9.55 9.50
218.00 2.10 0.00 0.00 0.00 9.55 9.50
219.00 2.10 0.00 0.00 0.00 9.55 9.50
220.00 2.10 0.00 0.00 0.00 9.55 9.50
221.00 2.10 0.00 0.00 0.00 9.55 9.50
••'\ 222.00 2.10 0.00 0.00 0.00 9.55 9.50
223.00 • 2.10 0.00 0.00 0.00 9.55 9.50
224.00 2.10 0.00 0.00 0.00 9.55 9.50
225.00 2.10 0.00 0.00 0.00 9.55 9.50
226.00 2.10 0.00 0.00 0.00 9.55 9.50
227.00 2.10 0.00 0.00 0.00 9.55 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 11
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
_
228.00 2.10 0.00 0.00 0.00 9.55 9.50
229.00 2.10 0.00 0.00 0.00 9.55 9.50
230.00 2.10 0.00 0.00 0.00 9.55 9.50
231.00 2.10 0.00 0.00 0.00 9.55 9.50
232.00 2.10 0.00 0.00 0.00 9.55 9.50
233.00 2.10 0.00 0.00 0.00 9.55 9.50
234.00 2.10 0.00 0.00-- 0.00 9.55 9.50
235.00 2.10 0.00 0.00 0.00 9.55 9.50
236.00 2.10 0.00 0.00 0.00 9.55 9.50
237.00 2.10 0.00 0.00 0.00 9.55 9.50
238.00 2.10 0.00 0.00 0.00 9.55 9.50
239.00 2.10 0.00 0.00 0.00 9.55 9.50
240.00 2.10 0.00 0.00 0.00 9.55 9.50
241.00 2.10 0.00 0.00 0.00 9.55 9.50
242.00 2.10 0.00 0.00 0.00 9.55 9.50
243.00 2.10 0.00 0.00 0.00 9.55 9.50
244.00 2.10 0.00 0.00 0.00 9.55 9.50
245.00 2.10 0.00 0.00 0.00 9.54 9.50
246.00 2.10 0.00 0.00 0.00 9.54 9.50
247.00 2.10 0.00 0.00 0.00 9.54 9.50
248.00 2.10 0.00 0.00 0.00 9.54 9.50
249.00 2.10 0.00 0.00 0.00 9.54 9.50
250.00 2.10 0.00 0.00 0.00 9.54 9.50
251.00 2.10 0.00 0.00 0.00 9.54 9.50
252.00 2.10 0.00 0.00 0.00 9.54 9.50
253.00 2.10 .0.00 0.00 0.00 9.54 9.50
254.00 2.10 0.00 0.00 0.00 9.54 9.50
"" 255.00 2.10 0.00 0.00 0.00 9.54 9.50
256.00 2.10 0.00 0.00 0.00 9.54 9.50
257.00 2.10 0.00 0.00 0.00 9.54 9.50
258.00 2.10 0.00 0.00 0.00 9.54 9.50
259.00 2.10 0.00 0.00 0.00 9.54 9.50
260.00 2.10 0.00 0.00 0.00 9.54 9.50
261.00 2.10 0.00 0.00 0.00 9.54 9.50
- 262.00 2.10 0.00 0.00 0.00 9.54 9.50
263.00 2.10 0.00 0.00 0.00 9.54 9.50
264.00 2.10 0.00 0.00 0.00 9.54 9.50
265.00 2.10 0.00 0.00 0.00 9.54 9.50
266.00 2.10 0.00 0.00 0.00 9.54 9.50
267.00 2.10 0.00 0.00 0.00 9.54 9.50
268.00 2.10 0.00 0.00 0.00 9.54 9.50
269.00 2.10 0.00 0.00 0.00 9.54 9.50
270.00 2.10 0.00 0.00 0.00 9.54 9.50
271.00 2.10 0.00 0.00 0.00 9.54 9.50
272.00 2.10 0.00 0.00 0.00 9.54 9.50
273.00 2.10 0.00 0.00 0.00 9.54 9.50
274.00 2.10 0.00 0.00 0.00 9.54 9.50
275.00 2.10 0.00 0.00 0.00 9.54 9.50
276.00 2..10 0.00 0.00 0.00 9.54 9.50
277.00 2.10 0.00 0.00 0.00 9.54 9.50
278.00 2.10 0.00 0.00 0.00 9.54 9.50
279.00 2.10 0.00 0.00 0.00 9.54 9.50
280.00 2.10 0.00 0.00 0.00 9.54 9.50
281.00 2.10 0.00 0.00 0.00 9.54 9.50
282.00 2.10 0.00 0.00 0.00 9.54 9.50
283.00 2.10 0.00 0.00 0.00 9.54 9.50
284.00 2.10 0.00 0.00 0.00 9.54 9.50
285.00 2.10 0.00 0.00 0.00 9.54 9.50
286.00 2.10 0.00 0.00 0.00 9.54 9.50
287.00 2.10 0.00 0.00 0.00 9.54 9.50
,''-• 288.00 2.10 0.00 0.00 0.00 9.54 9.50
289.00 2.10 0.00 0.00 0.00 9.54 9.50
290.00 2.10 0.00 0.00 0.00 9.54 9.50
291.00 2.10 0.00 0.00 0.00 9.54 9.50
292.00 2.10 0.00 0.00 0.00 9.54 9.50
• 293.00 2.10 0.00 0.00 0.00 9.54 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 12
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
. (hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
=
294.002.10 0.00 0.00 0.00 9.54 9.50
295.00 2.10 0.00 0.00 0.00 9.54 9.50
296.00 2.10 0.00 0.00 0.00 9.54 9.50
297.00 2.10 0.00 0.00 0.00 9.54 9.50
298.00 2.10 0.00 0.00 0.00 9.54 9.50
299.00 2.10 0.00 0.00 0.00 9.54 9.50
300.00 2.10 0.00 0.00 0.00 9.54 9.50
301.00 2.10 0.00 0.00 0.00 9.54 9.50
302.00 2.10 0.00 0.00 0.00 9.54 9'.50
303.00 2.10 0.00 0.00 0.00 9.54 9.50
304.00 2.10 0.00 0.00 0.00 9.54 9.50
305.00 2.10 0.00 0.00 0.00 9.54 9.50
306.00 2.10 0.00 0.00 0.00 9.54 9.50
307.00 2.10 0.00 0.00 0.00 9.54 9.50
308.00 2.10 0.00 0.00 0.00 9.54 9.50
309.00 2.10 0.00 0.00 0.00 9.54 9.50
310.00 2.10 0.00 0.00 0.00 9.54 9.50
311.00 2.10 0.00 0.00 0.00 9.53 9.50
312.00 2.10 0.00 0.00 0.00 9.53 9.50
313.00 2.10 0.00 0.00 0.00 9.53 9.50
314.00 2.10 0.00 0.00 0.00 9.53 9.50
315.00 2.10 0.00 0.00 0.00 9.53 9.50 -
316.00 2.10 0.00 0.00 0.00 9:53 9.50
317.00 2.10 0.00 0.00 0.00 9.53 9.50
318.00 2.10 0.00 0.00 0.00 9.53 9.50
319.00 2.10 0.00 0.00 0.00 9.53 9.50
320.00 2.10 0.00 0.00 0.00 9.53 9.50
/'~ 321.00 2.10 0.00 0.00 0.00 9.53 9.50
\ 322.00 2.10 0.00 0.00 0.00 9.53 9.50
323.00 2.10 0.00 0.00 0.00 9.53 9.50
324.00 2.10 0.00 0.00 0.00 9.53 9.50
325.00 2.10 0.00 0.00 0.00 9.53 9.50
326.00 2.10 0.00 0.00 0.00 9.53 9.50
327.00 2.10 0.00 0.00 0.00 9.53 9.50
- 328.00 2.10 0.00 0.00 0.00 9.53 9.50
329.00 2.10 0.00 0.00 0.00 9.53 9.50
330.00 2.10 0.00 0.00 0.00 9.53 9.50
331.00 2.10 0.00 0.00 0.00 9.53 9.50
332.00 2.10 0.00 0.00 0.00 9.53 9.50
333.00 2.10 0.00 0.00 0.00 9.53 9.50
334.00 2.10 0.00 0.00 0.00 9.53 9.50 .
335.00 2.10 0.00 0.00 0.00 9.53 9.50
336.00 2.10 0.00 0.00 0.00 9.53 9.50
337.00 2.10 0.00 0.00 0.00 9.53 9.50
338.00 2.10 0.00 0.00 0.00 9.53 9.50
339.00 2.10 0.00 0.00 0.00 9.53 9.50
340.00 2.10 0.00 0.00 0.00 9.53 9.50
341.00 2.10 0.00 0.00 0.00 9.53 9.50
342.00 2.10 0.00 0.00 0.00 9.53 9.50
343.00 2.10 0.00 0.00 0.00 9.53 9.50
344.00 2.10 0.00 0.00 0.00 9.53 9.50
345.00 2.10 0.00 0.00 0.00 9.53 9.50
346.00 2.10 0.00 0.00 0.00 9.53 9.50
347.00 2.10 0.00 0.00 0.00 9.53 9.50
348.00 2.10 0.00 0.00 0.00 9.53 9.50
349.00 2.10 0.00 0.00 0.00 9.53 9.50
350.00 2.10 0.00 0.00 0.00 9.53 9.50
351.00 2.10 0.00 0.00 0.00 9.53 9.50
352.00 2.10 0.00 0.00 0.00 9.53 9'.50
353.00 2.10 0.00 0.00 0.00 9.53 9.50
/ -• 354.00 2.10 0.00 0.00 0.00 9.53 9.50
i 355.00 2.10 0.00 0.00 0.00 9.53 9.50
356.00 2.10 0.00 0.00 0.00 9.53 9.50
357.00 2.10 0.00 0.00 0.00 9.53 9.50
358.00 2.10 0.00 0.00 0.00 9.53 9.50
359.00 2.10 0.00 0.00 0.00 9.53 9.50
Cascade 2001 Version 1.0
storm that stages to preserve 2.1 in 24hr Page 13
Cumulative Instant Current Cumulative Head Water Tail Water
Time Rainfall Runoff Discharge Discharge Stage Stage
(hr) (in) (cfs) (cfs) (acre-ft) (ft NGVD) (ft NGVD)
360.00 2.10 0.00 0.00 0.00 9.53 9.50
STRUCTURE MAXIMUM AND MINIMUM DISCHARGES
- Struc Max (cfs) Time (hr) Min (cfs) Time (hr)
1 = 0.45 24.00 0.00 0.00
2 0.00 0.00 0.00 0.00
BASIN MAXIMUM AND MINIMUM STAGES
Basin Max (ft) Time (hr) Min (ft) Time (hr)
_______
Main 10.00 24.00 9.50 0.00
BASIN WATER BUDGETS (all units in acre-ft)
Total Structure Structure Initial Final
Basin Runoff Inflow Outflow Storage Storage Residual
Main 1.50 0.00 1.44 0.00 0.07 0.00
T,