STORMWATER REPORT - Granicus

Wal-mart Store #6746-00

Ft. Walton Beach, FL

NE Corner of Eglin Parkway/S.R. 85 and

South Street

STORMWATER REPORT

February 2017

CPH Project No. W13900

1031-C W. 23rd Street

Panama City, FL 32405

Phone (850) 563-1490

Fax (850) 563-1495

67437

Yvonne Paguada, P.E.

Wal-mart Store #6746-00 Ft. Walton Beach, FL

NE Corner of Eglin Parkway/S.R. 85 and South Street Stormwater Management System Design Report

CPH, Inc. W13900

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TABLE OF CONTENTS

DESCRIPTION PAGE/SECTION

1. INTRODUCTION ........................................................................................1

2. DESIGN CRITERIA ....................................................................................1

Flood Zone Classification ...........................................................................1

Design Storm Event ....................................................................................1

Water Quality ..............................................................................................2

Dry Retention Design .................................................................................2

3. ENGINEERING ANALYSIS ........................................................................3

4. MODELING PARAMETERS .......................................................................4

Curve Numbers ..........................................................................................4

Time of Concentration ................................................................................4

Soil conditions for Recovery Analysis .........................................................5

5. HYDRAULIC/HYDROLOGIC MODELING ..................................................5

Drainage System Connectivity ....................................................................5

6. EXISTING CONDITION ..............................................................................6

7. PROPOSED CONDITION ..........................................................................7

8. SUMMARY .................................................................................................8

LIST OF TABLES

DESCRIPTION PAGE

Table 1: Summary of Existing Soils .......................................................................4

Table 2: Summary of Peak Flow Rates to FDOT ROW, S.R. 85 TW ....................8

Table 3: Summary of Peak Flow Rates to Okaloosa Co. ROW, N.E.C. Inlet TW ..8

Table 4: Summary of Peak Stages .......................................................................8

LIST OF FIGURES

DESCRIPTION FIGURE

Aerial Map ............................................................................................. Figure 1



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USGS Map ................................................................................................ Figure 2

FEMA Map ............................................................................................. Figure 3

Soils Map ............................................................................................. Figure 4

Pre-Development Drainage Basin Map ..................................................... Figure 5

Post-Development Drainage Basin Map ................................................... Figure 6

LIST OF APPENDICES: Design Calculations

Pre- and Post- Development Basin Parameters ................................... Appendix A

Pre-Development ICPR Input Data and Storm Routing Results ........... Appendix B

Post-Development ICPR Input Data and Storm Routing Results ......... Appendix C

Ponds Recovery Analysis Input Data and Results ............................... Appendix D



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1. INTRODUCTION

A new Wal-mart Shopping Center is proposed to be located at the Northeast corner of S.R. 85 and

South Street in Ft. Walton Beach, Okaloosa County, Florida (refer to Figure 1, Location Map). The

proposed improvements will consist of an approx. 43,032 SF Wal-mart grocery store, fuel station,

parking, utilities, and a stormwater management system to support the proposed improvements.

The total property area is approx. 5.53 acres. The property is bound to the west by Eglin

Parkway/S.R. 85, to the south by South St., to the east by Middle Drive, and to the north by First

Avenue. There is an existing commercial business at the southeast corner of Eglin Parkway/S.R. 85

and First Avenue that will remain. Wal-mart will be the owner and operating and maintenance entity

for the stormwater management system.

Stormwater review/approval is required by the Northwest Florida Water Management District

(NWFWMD), City of Ft. Walton Beach, FDOT, and Okaloosa County. Accordingly, the proposed

stormwater management system for this project is designed to meet the NWFWMD, City of Ft.

Walton Beach, FDOT, and Okaloosa County stormwater requirements.

2. DESIGN CRITERIA

2.1 Flood Zone Classification

The entire property area is identified as Zone X by the 2002 FEMA Panel 12091C0461H, which

is areas outside the 100-year floodplain. Please see attached Figure 3 for reference.

2.2 Design Storm Event

The stormwater runoff from the proposed site will be collected through on-site inlets and pipes

and conveyed to a system of stormtech chambers designed below the parking lot, and 2

proposed dry retention ponds; as delineated on the basin maps included in this report and the

attached plans. The project does not lie within a sensitive karst area. Per NWFWMD

requirements, since the proposed project consists greater than 50% impervious area the post

development peak discharge rate for the 2 year, 24 hour storm event will be attenuated to be

less than or equal to the pre development peak discharge rate. As described in the NWFWMD

ERP Applicant’s Handbook Volume 2 the NRCS type III rainfall distribution was used to model

this storm event. Per the City of Ft. Walton Beach stormwater concurrency requirements, the

post development peak discharge rate for the 25 year, 24 hour storm event will be attenuated to

be less than or equal to the pre development peak discharge rate.

There is existing and proposed discharge to the S.R. 85/FDOT ROW and storm sewer system.

Per FDOT requirements and since the receiving storm sewer system lies within an open basin,



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the post development peak discharge rate to the FDOT ROW for the critical storm event from

the following storms will be attenuated to be less than or equal to the pre development critical

storm peak discharge rate to the FDOT ROW: 2-year, 5-year, 10-year , 25-year, 50-year, and

100-year frequency with 1-hr, 2-hr, 4-hr, 8-hr, 24-hr, and 72-hr duration.

There is also existing and proposed discharge to the Okaloosa County ROW and storm sewer

system. Per Okaloosa County requirements, the post development peak discharge rate to the

Okaloosa County ROW for the critical storm event from the following storms will be attenuated to

be less than or equal to the pre development critical storm peak discharge rate rate to the

Okaloosa County ROW: 2-year, 5-year, 10-year and 25-year frequency with 1-hr, 2-hr, 4-hr, 8-

hr, and 24-hr duration. The critical storm refers to the specific storm event that produces the

highest rate of net storm water runoff, defined as the post-development rate of discharge less

the pre-development rate of discharge.

Water Quality

Water quality requirements for this site are dictated by the City of Ft. Walton Beach, FDOT,

Okaloosa County and the NWFWMD ERP Applicant’s Handbook Vol. 2. For a dry retention

pond the first inch (1”) of runoff from all contributing drainage area is required to be treated.

Furthermore the retention pond must be designed to recover the treatment volume completely

within 72 hours after a storm event. Wal-mart Design Criteria requires a minimum safety factor

of 1.5 which will be accomplished in setting a 2.0 safety factor on the permeability rate used.

Please see the attached stormwater calculations in Appendices A through D for the application

of this criterion in our design.

Dry Retention Design

The native soils on the property are characterized as well-draining soils based on the USDA

NRCS soil types identified for this site. Please see attached Figure 4 for reference. Based on

infiltration testing results provided by the geotechnical engineer, dry retention design has been

selected for this site. However, since there is limited pond area underground storm chambers

are also being proposed to provide for the balance of the required treatment and storage

volumes. The requirements for the pond and underground chambers design include the

following:

• Must recover the required treatment volume within 72 hours after a storm (with an

appropriate safety factor depending on the soil permeability test type and a minimum of 1.5).

• Must provide a controlled outfall so that overflow of the pond does not cause adverse

impacts to onsite or offsite properties.

• Areas must be fenced where pond side slopes are steeper than 4H:1V.



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• The dry retention system should be stabilized with pervious material or permanent vegetative

cover. Furthermore, permanent vegetative cover must consist of hydrologic group A soils.

All of these requirements will be met and are referenced by the enclosed calculations (Appendices

A through D) and the attached construction plans.

3. ENGINEERING ANALYSIS

A detailed hydrologic/hydraulic engineering analysis has been performed utilizing the computer

program entitled Advanced Interconnected Channel and Pond Routing (ICPR, Version 3.02),

developed by Streamline Technologies, Inc., to simulate/predict stormwater runoff and the hydraulic

responses of the conveyance system during the design storm event.

The ICPR program consists of two (2) modules, the hydrologic element which computes the runoff

hydrographs and the hydraulic portion which flood routes the hydrographs through various drainage

conveyance systems in order to predict the peak flood stages and/or hydraulic gradeline (HGL)

elevations based on tailwater conditions, friction and head (minor) losses. The ICPR input data

required for this drainage investigation includes the following:

Hydrograph Module

• Drainage Area (acres)

• Runoff Curve Number (CN)

• Time of Concentration (minutes)

• Peak Rate Factor (K)

• Rainfall Distribution

• Rainfall Duration (hrs)

• Rainfall Depth (inches)

Hydraulics Module

• Stage (ft, NAVD) / Storage (acres) Relationships

• Stage (ft, NAVD) / Time (hrs) Relationships (i.e., tailwater conditions)

• Pipe Length (feet) and Invert Elevations (feet, NAVD)

• Pipe Dimensions (inch x inch)

• Entrance, Exit and/or minor loss coefficients ("k")

• Manning’s Roughness Coefficient ("n")



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A Ponds Recovery Analysis (Ponds, Version 3.2) was also performed to model the required

recovery of the Water Quality Volume. The ICPR PercPack Plugin was used to model infiltration

and percolation beneath the proposed retention ponds (but not beneath the storm chambers) during

the routing of the storm events.

4. MODELING PARAMETERS

4.1 Curve Numbers

The existing soils within the study area are classified as hydrologic soil groups (HSG) “A” and

“B”, as presented in the USDA NRCS Soil Survey. The following table provides a summary of

the existing soil types within the study area (refer to Figure 4).

Table 1: Summary of Existing Soils

Map Symbol Soil Name Hydrologic Soil Group

12 Lakeland Sand, 0-5 percent slopes A

27 Urban land A

(based on geotechnical boring)

Curve numbers were assigned to areas based upon existing land use conditions and soil types.

Refer to Appendix A of this report for calculations associated with the detailed basin

parameters.

4.2 Time of Concentration

Time of concentration for each basin evaluated was determined using the SCS procedures

described in Chapter 3 of Urban Hydrology for Small Watersheds, Technical Release 55,

Second Edition (June 1986), Soil Conservation Service, U.S. Department of Agriculture. Time

of concentration is separated into travel time components. Travel time is defined as the time for

runoff to travel from the hydraulically most distant point of a watershed to a point where there is

a change in flow regime (i.e., overland flow to shallow concentrated flow).

Time of concentration is the summation of all the travel times for consecutive components of a

drainage system. Time of concentration is generally separated into three distinct components;

(1) overland flow; (2) shallow concentrated flow; and (3) open channel, gutter or culvert flow.

Each component consists of a travel time (Tt) that is summed up for consecutive components to

compute time of concentration (Tc). Refer to Appendix A for the pre-condition time of



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concentration calculations. Note that due to the relatively short time of concentrations in the

post-developed condition, a default of 10 minutes was used.

4.3 Soil Conditions for Recovery Analysis

Soil borings were conducted by the Geotechnical Consultant throughout the proposed pond

areas. Lab permeability (falling-head) tests were conducted by the Geotechnical Consultant.

Accordingly Saturated Vertical Hydraulic Conductivity (Kv,sat), Unsaturated Vertical Hydraulic

Conductivity (Kv,unsat) and Horizontal Saturated Hydraulic Conductivity (Kh,sat) rates were

provided. The Kh,sat value provided for the soils that exist at the proposed pond bottoms was

estimated to be 40 ft/day and the Kv,unsat was estimated to be 27 ft/day (without applying a

safety factor). The following values were used:

• For Pond 1, a weighted average Kh,sat was used to consider any restriction in flow

that may be caused by the proposed retaining wall.

o Weighted Kh,sat with a safety factor of 2, 17.98 ft/day.

o Kv,unsat with a safety factor of 2, 13.5 ft/day.

o Fillable porosity of 25%.

o Estimated SHWL of 5.5 ft NAVD

o Base of Aquifer of (-)8.0 ft NAVD. (Aquifer base was not encountered in soil

borings so this value is the approx. lowest elevation explored within the ponds.)

• For Pond 2 and underground chambers:

o Average Kh,sat with a safety factor of 2, 20 ft/day.

o Average Kv,unsat with a safety factor of 2, 13.5 ft/day.

o Fillable porosity of 25%.

o Estimated SHWL of 5.5 ft NAVD

o Base of Aquifer of (-)8.0 ft NAVD. (Aquifer base was not encountered in soil

borings so this value is the approx. lowest elevation explored within the ponds.)

Refer to Appendix A for average soil conductivity calculations.

5. HYDRAULIC/HYDROLOGIC MODELING

5.1 Drainage System Connectivity

As mentioned previously, ICPR was used to simulate the drainage response of the existing and

proposed conveyance systems. These models required a spatial network consisting of nodes



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and reaches to define the drainage system connectivity. Nodes (e.g., upstream and

downstream elements of culverts and ditches, inlets, manholes, and tailwater) are used to

identify specific locations along a drainage system for which peak flood stages or Hydraulic

Gradeline (HGL) elevations are to be computed. Reaches consist of various conveyance

systems (e.g., cross culverts, storm sewer pipes, ditches, etc.) that connect nodes. Nodal

diagrams for the pre and post development models are included in Appendices C and D,

respectively.

6. EXISTING CONDITION

In the existing condition drainage areas have been identified and delineated on the pre-

development drainage basin map (refer to Figure 5). These areas are also identified on the

Summary of Areas Table provided in Appendix A.

Based on existing topography the subject property can be divided into 4 pre development

drainage basins. Most of the property is defined by Pre Basin 1. Pre Basin 1 runoff generally

flows southeast to an existing grate inlet located on the north side of South St. just west of

Middle Drive. This inlet is labeled South St. N DBI in the model, and also collects runoff from

South St. which is accounted for in the model as Offsite Basin 1. There is one inlet upstream of

this inlet and is included in the model as South St. S DBI. These 2 inlets flow to a couple of

manholes located on the west side of Middle Dr. and then flow north to another grate inlet

located at the southwest corner of Middle Dr. and First St. This inlet is referred to in the model

as N.E.C. Inlet. The N.E.C Inlet collects runoff from Pre Basin 2 as well as runoff from First

Street which is accounted for in Offsite Basin 3. This inlet is connected to inlets upstream to the

West and downstream to the East. The upstream peak flow was estimated to be 1 CFS based

on the approximate upstream drainage area, and is accounted for in the model as a base flow in

N.E.C Inlet. Flow is conveyed downstream from this inlet through 36” RCP which discharges to

the Bay located approximately 0.15 mile east of the site. The inlet downstream of the N.E.C.

Inlet is labeled in the model as N.E.C Inlet TW and was chosen to be used as the tailwater for

this storm sewer system in both the pre and post development models. The tailwater elevation

was chosen based on staining observed on the headwall just above the 36” outlet pipe into the

bay. This elevation was approximated as the pipe full elevation just downstream of the N.E.C.

Inlet, approximately 6.00 ft. (NAVD).

The remainder of the subject property is defined by Pre Basins 3 and 4. Runoff from Pre Basins

3 and 4 flows west to the S.R. 85/FDOT ROW. There are 2 curb inlets along the east side of

S.R. 85, along the property frontage. Pre Basin 3 runoff is captured by the northern curb inlet

and Pre Basin 4 runoff is captured by the southern curb inlet. Flow into both curb inlets is

conveyed through 15” RCP to a 24” trunkline that appears to flow north along the S.R. 85 ROW.

The constant tailwater elevation for this storm sewer system was estimated to be 8.0’ NAVD,



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which is the approximated water elevation for the southern 15” RCP (full of water) at where it

discharges into the 24” trunkline.

7. PROPOSED CONDITION

In the post-development condition, the proposed stormwater management system consists of 2

dry retention ponds and an underground stormwater chamber system. Ponds 1 and 2 are

interconnected with the same bottom and top of bank elevations of 7.5’ NAVD and 11.5’ NAVD,

respectively. The underground chamber system is designed with a bottom of stone foundation

set at elevation 7.5’ NAVD and bottom of chambers at elevation 8’ NAVD. The lowest inlet

elevation in the parking lot is 11’ NAVD which allows for a top of stone elevation at 9.75’ NAVD

and top of chambers elevation at 9.25’ NAVD. The proposed developed site conveys surface

runoff through a system of inlets and pipes to the retention ponds and underground chambers.

The retention ponds and chambers are designed to retain the required Water Quality Volume

and allow it to percolate within 72 hours. This includes treatment over the proposed offsite

driveway areas, sidewalk and turn lanes.

Since the existing condition of the subject property discharges runoff to the N.E.C. Inlet and the

curb inlets along S.R. 85, a controlled discharge structure is proposed to discharge from Pond 1

to the N.E.C. Inlet and another controlled discharge structure is proposed to discharge from

Pond 2 to the southern curb inlet along S.R. 85. The southern curb inlet along S.R. 85 is

replaced with a grate inlet in the proposed condition. The Pond 1 and Pond 2 control/discharge

structures were designed so that the post-development peak discharge rates are attenuated to

be equal to or less than the pre-development discharge rates for the required storm events at

each respective location.

The proposed Pond 1 control/discharge structure top was chosen to be set at El. 11.05’ NAVD

with a 0.5” circular orifice set at the top of the treatment volume elevation, 8.28’ NAVD. The

proposed Pond 2 control/discharge structure top was chosen to be set at El. 11.05’ NAVD with a

5” circular orifice set at the top of the treatment volume elevation, 8.28’ NAVD. The control

structures were designed to attenuate the storm events required by NWFWMD, FDOT and

Okaloosa County.

The proposed condition drainage areas have been identified and delineated on the post-

development drainage basin map (refer to Figure 6). These areas are also identified on the

Summary of Areas Table (refer to Appendix A). The results of the hydrologic/hydraulic

modeling using ICPR are summarized in the following tables.



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Table 2: Summary of Peak Flow Rates to FDOT ROW, S.R. 85 TW

Table 3: Summary of Peak Flow Rates to Okaloosa County ROW, N.E.C. Inlet TW

Frequency (Years)

2 5 10 25

Pre Post Net Pre Post Net Pre Post Net Pre Post Net

Dura

tion (

Hours

) 1 4.35 4.14 -0.21 5.07 4.88 -0.18 5.54 5.35 -0.19 6.42 6.20 -0.22

2 3.72 3.49 -0.24 4.33 4.09 -0.24 4.95 4.71 -0.25 6.15 5.52 -0.63

4 3.75 2.15 -1.60 3.91 2.68 -1.23 4.33 3.14 -1.19 5.61 3.68 -1.93

8 3.77 2.92 -0.848 5.38 3.73 -1.65 6.34 4.46 -1.88 7.77 5.34 -2.43

24 5.25 4.57 -0.67 3.65 1.74 -1.91 3.90 1.75 -2.15 4.03 2.03 -2.00

Table 4: Summary of Peak Stages

Storm Event Proposed Pond 1

Peak Stage

Pond 1 Freeboard (Top Bank

Elev. 11.50)

Proposed Pond 2

Peak Stage

Pond 2 Freeboard (Top Bank

Elev. 11.50)

2-YR, 24 HR 9.40 2.10 9.40 2.10

10-YR, 24 HR 10.23 1.27 10.23 1.27

25-YR, 4 HR 10.14 1.36 10.14 1.36

25-YR, 24 HR 11.01 0.49 11.01 0.49

100-YR, 24 HR 11.16 0.34 11.16 0.34

Frequency (Years)

3 5 10 25 50 100

Pre Post Net Pre Post Net Pre Post Net Pre Post Net Pre Post Net Pre Post Net

Duration (Hours)

1 16.03 11.97 -4.07 17.40 12.80 -4.60 18.35 13.84 -4.51 19.42 15.50 -3.92 20.38 17.15 -3.23 20.93 17.78 -3.15

2 14.51 10.85 -3.66 15.43 11.41 -4.03 17.51 12.63 -4.88 18.53 14.06 -4.47 19.52 15.60 -3.92 20.14 16.61 -3.53

4 12.14 9.17 -2.97 10.85 8.38 -2.46 12.06 9.13 -2.94 13.44 9.90 -3.54 15.12 10.82 -4.30 16.62 11.62 -5.00

8 12.11 9.07 -3.05 12.86 9.47 -3.38 14.47 10.34 -4.13 16.27 11.30 -4.97 17.86 12.41 -5.45 18.66 13.21 -5.45

24 6.29 5.64 -0.65 6.47 5.77 -0.70 7.03 6.19 -0.84 7.76 6.72 -1.05 8.13 6.97 -1.16 8.87 7.70 -1.17

72 5.46 5.32 -0.14 5.64 5.48 -0.17 5.92 5.70 -0.21 6.13 6.06 -0.07 6.42 6.10 -0.32 6.64 6.27 -0.37



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8. SUMMARY

As shown within this report, all applicable stormwater standards have been substantially satisfied.

These are:

• Post-Development discharge rates have been attenuated to meet the pre developed

discharge rate for the 2 year and 25 year, 24 hour storm events per NWFWMD

requirements.


discharge rates for the critical duration storm events per Okaloosa County requirements at

the proposed discharge to the Okaloosa County ROW.


discharge rates for the critical duration storm events per FDOT requirements at the

proposed discharge to the FDOT ROW.

• Based on the Ponds Recovery Analysis for the respective ponds and underground

stormwater chambers, a total treatment volume of approximately 17,930 cubic feet (0.41 ac-

ft) is recovered within the first 72 hours as required per NWFWMD requirements (Refer to

Appendix D, for the Ponds Recovery Analysis Input and Results).

It should be noted that the information contained herein was evaluated using the most recent and

applicable data available.



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USGS Map ................................................................................................ Figure 2

FEMA Map ............................................................................................. Figure 3

Soils Map ............................................................................................. Figure 4

Pre-Development Drainage Basin Map ..................................................... Figure 5

Post-Development Drainage Basin Map ................................................... Figure 6

LIST OF APPENDICES: Design Calculations

Pre- and Post- Development Basin Parameters ................................... Appendix A

Pre-Development ICPR Input Data and Storm Routing Results ........... Appendix B

Post-Development ICPR Input Data and Storm Routing Results ......... Appendix C

Ponds Recovery Analysis Input Data and Results ............................... Appendix D

APPROXIMATEPROPERTY BOUNDARY

85

1st Ave

Eglin

Pkwy

South St NE

Middle

Dr

AERIAL PHOTOGRAPH MAPScale:

Project No. W13900.1Photo Date: 2013

Biologist: GIS: RCOPath:

P:\W

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900\A

ERIAL

.mxd

FIGURE1

1 " = 100 '

NDate: 11/4/2016

SECTION 1, TOWNSHIP 02 SOUTH, RANGE 24 WEST OKALOOSA COUNTY, FLORIDA

6746-00 FT. WALTON BEACH (EGLIN), FL – WAL-MART NEIGHBORHOOD MARKET

APPROXIMATEPROPERTY BOUNDARYLATITUDE: 30° 26' 7.191"

LONGITUDE: -86° 36' 6.835"

USGS MAP - FORT WALTON BEACH 5253Scale:


Biologist: AED GIS: RCOPath:

P:\W

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900\U

SGS.m

xd

FIGURE2

1 " = 2,000 '

NDate: 11/4/2016



APPROXIMATEPROPERTY LOCATION

ZONE X

85

1st AveEg

lin Pk

wy

South St NE

Middle

Dr

FEMA MAPScale:


Biologist: GIS: RCOPath:

P:\W

\W13

900\F

EMA f

l.mxd

FIGUR E3

1 " = 100 '

NDate: 11/4/2016


6746-00 FT. WALTON BEACH (EGLIN), FL – WAL-MAR T NEIGHBOR HOOD MAR KET

Zo ne X corresponds to areas outside the 100-year floodplains,areas of 100-year sheet flow flooding where average depths are less than 1 foot, areas of 100-year stream flooding where the contributing drainage area is less than 1 square mile, or areas protected from the 100-year flood by levees. No Base Flood Elevations (BFEs) or depths are shown withinthis zone.

PANEL 12091C0461H, 2002ZONE X, AREA OF MINIMAL FLOOD HAZARD

APPROXIMATEPROPERTY BOUNDARY

27

12

12

85

1st AveEg

lin Pk

wy

South St NE

Middle

Dr

SOILS MAPScale:


Biologist: AED GIS: RCOPath:

P:\W

\W13

900\S

OILS

.mxd

FIGU RE4

1 " = 100 '

NDate: 11/4/2016



USDA Natural Resources Conservation Service

SYMBOL SOIL NAME12 Lakeland sand, 0 to 5 percent slopes27 Urban land

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PRE DEVELOPMENT DRAINAGE BASIN MAP FIGURE 5

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OFFSITE BASIN 3

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PRE BASIN 1

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PRE BASIN 3

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85 CURB INLET N BASIN

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85 CURB INLET S BASIN

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PRE BASIN 4

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85 CURB INLET N BASIN

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POST BASIN 1

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POST BASIN 2

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OFFSITE BASIN 3

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N.E.C. INLET

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SOUTH ST. S DBI

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POST DEVELOPMENT DRAINAGE BASIN MAP FIGURE 6

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OFFSITE BASIN 1

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POST BASIN 3

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POND 2

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NEW MH S-42

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POND 2 OUT

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NEW MH S-7

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STORM CHAMBERS

ypaguada

Callout

36" EQUILIZER PIPE

Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.

CPH, Inc.

Pre Development

Nodal Diagram

Walmart Store No. 6746-00, Ft. Walton Beach, FL

Nodes

A Stage/Area

V Stage/Volume

T Time/Stage

M Manhole

Basins

O Overland Flow

U SCS Unit CN

S SBUH CN

Y SCS Unit GA

Z SBUH GA

Links

P Pipe

W Weir

C Channel

D Drop Structure

B Bridge

R Rating Curve

H Breach

E Percolation

F Filter

X Exfil Trench

A:South St. S DBI

U:Offsite Basin 2

A:South St. N DBI

U:Pre Basin 1

U:Offsite Basin 1

T:S.R. 85 TW

T:N.E.C. Inlet TW

A:N.E.C. Inlet

U:Pre Basin 2

U:Offsite Basin 3

M:Middle Dr MH S

M:Middle Dr MH N

A:85 curb inlet S

U:85 curb inlet S

U:Pre Basin 4

A:85 curb inlet N

U:Pre Basin 3

U:85 curb inlet N

P:South St. 18"

P:Middle Dr. 1

P:1st Ave. 36"

P:Middle Dr. 2

P:Middle Dr. 3

P:85 S 15"

P:85 N 15"

Pre Development

Input Report


==========================================================================================

==== Basins ==============================================================================

==========================================================================================

Name: 85 curb inlet N Node: 85 curb inlet N Status: Onsite

Group: BASE Type: SCS Unit Hydrograph CN

Unit Hydrograph: Uh323 Peaking Factor: 323.0

Rainfall File: Storm Duration(hrs): 0.00

Rainfall Amount(in): 0.000 Time of Conc(min): 10.00

Area(ac): 1.450 Time Shift(hrs): 0.00

Curve Number: 98.00 Max Allowable Q(cfs): 999999.000

DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: 85 curb inlet S Node: 85 curb inlet S Status: Onsite







DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: Offsite Basin 1 Node: South St. N DBI Status: Onsite







DCIA(%): 40.22

----------------------------------------------------------------------------------------------------

Name: Offsite Basin 2 Node: South St. S DBI Status: Onsite







DCIA(%): 55.84

----------------------------------------------------------------------------------------------------

Name: Offsite Basin 3 Node: N.E.C. Inlet Status: Onsite







DCIA(%): 15.38

----------------------------------------------------------------------------------------------------

Name: Pre Basin 1 Node: South St. N DBI Status: Onsite



CPH, Inc.

Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 27

Pre Development

Input Report






DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: Pre Basin 2 Node: N.E.C. Inlet Status: Onsite







DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: Pre Basin 3 Node: 85 curb inlet N Status: Onsite







DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: Pre Basin 4 Node: 85 curb inlet S Status: Onsite







DCIA(%): 0.00

==========================================================================================

==== Nodes ===============================================================================

==========================================================================================

Name: 85 curb inlet N Base Flow(cfs): 0.000 Init Stage(ft): 8.000

Group: BASE Warn Stage(ft): 9.500

Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

5.980 0.0003

9.660 0.0003

10.000 0.0003

11.000 0.4500

------------------------------------------------------------------------------------------

Name: 85 curb inlet S Base Flow(cfs): 0.000 Init Stage(ft): 8.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

7.130 0.0003

CPH, Inc.


Pre Development

Input Report


10.330 0.0003

10.500 0.0003

------------------------------------------------------------------------------------------

Name: Middle Dr MH N Base Flow(cfs): 0.000 Init Stage(ft): 6.000

Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 10.500

Type: Manhole, Flat Floor

Stage(ft) Area(ac)

--------------- ---------------

3.950 0.0001

11.570 0.0001

------------------------------------------------------------------------------------------

Name: Middle Dr MH S Base Flow(cfs): 0.000 Init Stage(ft): 6.000



Stage(ft) Area(ac)

--------------- ---------------

4.370 0.0001

9.950 0.0001

------------------------------------------------------------------------------------------

Name: N.E.C. Inlet Base Flow(cfs): 1.000 Init Stage(ft): 6.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

2.060 0.0003

10.300 0.0003

11.000 0.0639

11.500 0.2200

------------------------------------------------------------------------------------------

Name: N.E.C. Inlet TW Base Flow(cfs): 0.000 Init Stage(ft): 6.000


Type: Time/Stage

Time(hrs) Stage(ft)

--------------- ---------------

0.00 6.000

999.00 6.000

------------------------------------------------------------------------------------------

Name: S.R. 85 TW Base Flow(cfs): 4.000 Init Stage(ft): 8.000


Type: Time/Stage

Time(hrs) Stage(ft)

--------------- ---------------

0.00 8.000

999.00 8.000

------------------------------------------------------------------------------------------

Name: South St. N DBI Base Flow(cfs): 0.000 Init Stage(ft): 6.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

CPH, Inc.


Pre Development

Input Report


4.600 0.0001

9.120 0.0001

9.500 0.0073

10.000 0.3200

------------------------------------------------------------------------------------------

Name: South St. S DBI Base Flow(cfs): 0.000 Init Stage(ft): 6.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

5.550 0.0001

9.620 0.0001

10.000 0.0450

==========================================================================================

==== Cross Sections ======================================================================

==========================================================================================

Name: Upland area Group: BASE

Encroachment: No

Station(ft) Elevation(ft) Manning's N

--------------- --------------- ---------------

0.000 22.000 0.080000

9.000 21.850 0.080000

17.000 21.500 0.080000

53.000 22.780 0.080000

==========================================================================================

==== Pipes ===============================================================================

==========================================================================================

Name: 1st Ave. 36" From Node: N.E.C. Inlet Length(ft): 203.00

Group: BASE To Node: N.E.C. Inlet TW Count: 1

Friction Equation: Automatic

UPSTREAM DOWNSTREAM Solution Algorithm: Most Restrictive

Geometry: Circular Circular Flow: Both

Span(in): 36.00 36.00 Entrance Loss Coef: 0.50

Rise(in): 36.00 36.00 Exit Loss Coef: 1.00

Invert(ft): 2.130 3.160 Bend Loss Coef: 0.00

Manning's N: 0.012000 0.012000 Outlet Ctrl Spec: Use dc or tw

Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dc

Bot Clip(in): 0.000 0.000 Stabilizer Option: None

Upstream FHWA Inlet Edge Description:

Circular Concrete: Square edge w/ headwall

Downstream FHWA Inlet Edge Description:


----------------------------------------------------------------------------------------------------

Name: 85 N 15" From Node: 85 curb inlet N Length(ft): 16.00

Group: BASE To Node: S.R. 85 TW Count: 1










CPH, Inc.


Pre Development

Input Report






----------------------------------------------------------------------------------------------------

Name: 85 S 15" From Node: 85 curb inlet S Length(ft): 16.00















----------------------------------------------------------------------------------------------------

Name: Middle Dr. 1 From Node: South St. N DBI Length(ft): 55.00

Group: BASE To Node: Middle Dr MH S Count: 1














----------------------------------------------------------------------------------------------------

Name: Middle Dr. 2 From Node: Middle Dr MH S Length(ft): 585.00

Group: BASE To Node: Middle Dr MH N Count: 1













CPH, Inc.


Pre Development

Input Report



----------------------------------------------------------------------------------------------------

Name: Middle Dr. 3 From Node: Middle Dr MH N Length(ft): 30.00

Group: BASE To Node: N.E.C. Inlet Count: 1














----------------------------------------------------------------------------------------------------

Name: South St. 18" From Node: South St. S DBI Length(ft): 27.00

Group: BASE To Node: South St. N DBI Count: 1














==========================================================================================

==== Hydrology Simulations ===============================================================

==========================================================================================

Name: 002Y001H

Filename: C:\Users\ypaguada\Desktop\W13900\Pre\002Y001H.R32

Override Defaults: Yes

Storm Duration(hrs): 1.00

Rainfall File: Fdot-1

Rainfall Amount(in): 2.40

Time(hrs) Print Inc(min)

--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y002H






CPH, Inc.


Pre Development

Input Report



--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y004H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y024H




Rainfall File: Scsiii



--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y004H


CPH, Inc.


Pre Development

Input Report







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y002H







--------------- ---------------

5.000 5.00

CPH, Inc.


Pre Development

Input Report


----------------------------------------------------------------------------------------------------

Name: 005Y004H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y002H






CPH, Inc.


Pre Development

Input Report



--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y004H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y002H



CPH, Inc.


Pre Development

Input Report






--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y004H







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y008H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

CPH, Inc.


Pre Development

Input Report


Name: 050Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y004H







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y001H







CPH, Inc.


Pre Development

Input Report


--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y004H







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y008H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y072H







--------------- ---------------

80.000 5.00

==========================================================================================

==== Routing Simulations =================================================================

==========================================================================================

Name: 002Y001H Hydrology Sim: 002Y001H

Filename: C:\Users\ypaguada\Desktop\W13900\Pre\002Y001H.I32

CPH, Inc.


Pre Development

Input Report


Execute: Yes Restart: No Patch: No

Alternative: No

Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500

Time Step Optimizer: 10.000

Start Time(hrs): 0.000 End Time(hrs): 5.00

Min Calc Time(sec): 0.2500 Max Calc Time(sec): 60.0000

Boundary Stages: Boundary Flows:


--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

10.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------


CPH, Inc.


Pre Development

Input Report




Alternative: No







--------------- ---------------

12.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------

CPH, Inc.


Pre Development

Input Report





Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

CPH, Inc.


Pre Development

Input Report


----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

CPH, Inc.


Pre Development

Input Report


----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

10.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

12.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

CPH, Inc.


Pre Development

Input Report


----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

CPH, Inc.


Pre Development

Input Report


BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

10.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

12.000 15.000

9999.000 60.000

Group Run

CPH, Inc.


Pre Development

Input Report


--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

CPH, Inc.


Pre Development

Input Report


Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

CPH, Inc.


Pre Development

Input Report


Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

CPH, Inc.


Pre Development

Input Report


9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

CPH, Inc.


Pre Development

Input Report


30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







CPH, Inc.


Pre Development

Input Report


--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No






CPH, Inc.


Pre Development

Input Report



--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

CPH, Inc.


Pre Development

Node Min-Max Report


Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max

Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow

hrs ft ft ft ft2 hrs cfs hrs cfs

85 curb inlet N BASE 002Y001H 0.67 9.169 9.500 0.0032 114 0.67 7.930 0.67 7.895

85 curb inlet S BASE 002Y001H 0.59 8.124 10.230 -0.0005 119 0.58 2.710 0.59 2.707

Middle Dr MH N BASE 002Y001H 0.67 6.154 10.500 0.0037 136 0.67 3.262 0.68 3.257

Middle Dr MH S BASE 002Y001H 0.67 6.746 9.000 0.0030 137 0.62 3.318 0.67 3.262

N.E.C. Inlet BASE 002Y001H 0.67 6.016 11.500 0.0050 160 0.67 4.338 0.67 4.354

N.E.C. Inlet TW BASE 002Y001H 0.00 6.000 6.000 0.0000 106 0.67 4.354 0.00 0.000

S.R. 85 TW BASE 002Y001H 0.00 8.000 8.000 0.0000 3 0.67 14.571 0.00 0.000

South St. N DBI BASE 002Y001H 0.67 6.871 9.500 0.0049 119 0.45 4.216 0.62 3.318

South St. S DBI BASE 002Y001H 0.67 6.885 9.620 -0.0049 123 0.58 1.791 0.45 3.054





N.E.C. Inlet BASE 002Y002H 0.85 6.012 11.500 0.0053 160 0.85 3.722 0.85 3.722


S.R. 85 TW BASE 002Y002H 0.00 8.000 8.000 0.0000 3 0.84 13.132 0.00 0.000



85 curb inlet N BASE 002Y004H 2.01 8.296 9.500 -0.0008 114 2.00 3.971 2.01 3.970




N.E.C. Inlet BASE 002Y004H 2.72 6.012 11.500 0.0053 160 2.28 2.754 2.72 3.753


S.R. 85 TW BASE 002Y004H 0.00 8.000 8.000 0.0000 3 2.01 9.212 0.00 0.000

South St. N DBI BASE 002Y004H 2.58 6.205 9.500 -0.0024 121 2.56 1.573 2.57 1.572

South St. S DBI BASE 002Y004H 2.54 6.250 9.620 0.0008 128 2.00 0.797 2.00 0.795





N.E.C. Inlet BASE 002Y008H 4.05 6.012 11.500 0.0059 160 4.05 3.766 4.05 3.767


S.R. 85 TW BASE 002Y008H 0.00 8.000 8.000 0.0000 3 4.00 10.997 0.00 0.000







N.E.C. Inlet BASE 002Y024H 12.31 6.024 11.500 0.0056 160 12.31 5.248 12.31 5.247


S.R. 85 TW BASE 002Y024H 0.00 8.000 8.000 0.0000 3 12.25 16.228 0.00 0.000







N.E.C. Inlet BASE 003Y001H 0.69 6.020 11.500 0.0056 160 0.68 4.703 0.69 4.782

CPH, Inc.


Pre Development

Node Min-Max Report






S.R. 85 TW BASE 003Y001H 0.00 8.000 8.000 0.0000 3 0.67 16.031 0.00 0.000







N.E.C. Inlet BASE 003Y002H 0.86 6.014 11.500 -0.0050 160 0.86 4.067 0.86 4.072


S.R. 85 TW BASE 003Y002H 0.00 8.000 8.000 0.0000 3 0.84 14.508 0.00 0.000







N.E.C. Inlet BASE 003Y004H 3.02 6.016 11.500 0.0054 160 3.02 4.382 3.02 4.383


S.R. 85 TW BASE 003Y004H 0.00 8.000 8.000 0.0000 3 2.01 12.136 0.00 0.000







N.E.C. Inlet BASE 003Y008H 4.06 6.018 11.500 0.0057 160 4.07 4.530 4.06 4.533


S.R. 85 TW BASE 003Y008H 0.00 8.000 8.000 0.0000 3 4.00 12.112 0.00 0.000







N.E.C. Inlet BASE 003Y024H 15.09 6.010 11.500 0.0057 160 14.91 2.586 15.09 3.482


S.R. 85 TW BASE 003Y024H 0.00 8.000 8.000 0.0000 3 12.00 6.287 0.00 0.000




85 curb inlet S BASE 003Y072H 64.18 8.002 10.230 0.0011 120 59.92 0.289 64.18 0.331



N.E.C. Inlet BASE 003Y072H 60.20 6.011 11.500 0.0058 160 59.51 2.772 60.20 3.597


S.R. 85 TW BASE 003Y072H 0.00 8.000 8.000 0.0000 3 59.92 5.462 0.00 0.000




CPH, Inc.


Pre Development

Node Min-Max Report








N.E.C. Inlet BASE 005Y001H 0.68 6.022 11.500 0.0054 160 0.68 5.065 0.68 5.065


S.R. 85 TW BASE 005Y001H 0.00 8.000 8.000 0.0000 3 0.67 17.401 0.00 0.000







N.E.C. Inlet BASE 005Y002H 0.86 6.016 11.500 0.0058 160 0.86 4.319 0.86 4.331


S.R. 85 TW BASE 005Y002H 0.00 8.000 8.000 0.0000 3 0.84 15.433 0.00 0.000







N.E.C. Inlet BASE 005Y004H 3.41 6.013 11.500 0.0057 160 3.02 3.547 3.41 3.910


S.R. 85 TW BASE 005Y004H 0.00 8.000 8.000 0.0000 3 2.01 10.846 0.00 0.000







N.E.C. Inlet BASE 005Y008H 4.09 6.025 11.500 0.0055 160 4.09 5.075 4.09 5.378


S.R. 85 TW BASE 005Y008H 0.00 8.000 8.000 0.0000 3 4.00 12.856 0.00 0.000







N.E.C. Inlet BASE 005Y024H 12.16 6.011 11.500 0.0057 160 12.01 2.764 12.16 3.650


S.R. 85 TW BASE 005Y024H 0.00 8.000 8.000 0.0000 3 12.00 6.471 0.00 0.000







N.E.C. Inlet BASE 005Y072H 60.39 6.011 11.500 0.0057 160 59.42 2.998 60.39 3.656


CPH, Inc.


Pre Development

Node Min-Max Report





S.R. 85 TW BASE 005Y072H 0.00 8.000 8.000 0.0000 3 59.92 5.644 0.00 0.000






Middle Dr MH S BASE 010Y001H 0.69 7.383 9.000 -0.0042 137 0.67 4.442 0.69 4.418

N.E.C. Inlet BASE 010Y001H 0.70 6.026 11.500 0.0053 160 0.69 5.596 0.70 5.540


S.R. 85 TW BASE 010Y001H 0.00 8.000 8.000 0.0000 3 0.67 18.353 0.00 0.000







N.E.C. Inlet BASE 010Y002H 0.88 6.021 11.500 0.0055 160 0.88 4.953 0.88 4.953


S.R. 85 TW BASE 010Y002H 0.00 8.000 8.000 0.0000 3 0.84 17.508 0.00 0.000







N.E.C. Inlet BASE 010Y004H 3.02 6.016 11.500 0.0055 160 3.02 4.333 3.02 4.332


S.R. 85 TW BASE 010Y004H 0.00 8.000 8.000 0.0000 3 2.01 12.062 0.00 0.000







N.E.C. Inlet BASE 010Y008H 4.09 6.034 11.500 -0.0050 160 4.09 6.335 4.09 6.335


S.R. 85 TW BASE 010Y008H 0.00 8.000 8.000 0.0000 3 4.00 14.470 0.00 0.000







N.E.C. Inlet BASE 010Y024H 15.21 6.013 11.500 0.0060 160 11.93 3.247 15.21 3.896


S.R. 85 TW BASE 010Y024H 0.00 8.000 8.000 0.0000 3 12.00 7.026 0.00 0.000





CPH, Inc.


Pre Development

Node Min-Max Report







N.E.C. Inlet BASE 010Y072H 60.41 6.014 11.500 0.0060 160 59.14 3.332 60.41 3.996


S.R. 85 TW BASE 010Y072H 0.00 8.000 8.000 0.0000 3 59.92 5.917 0.00 0.000







N.E.C. Inlet BASE 025Y001H 0.72 6.035 11.500 0.0056 160 0.72 6.419 0.72 6.419


S.R. 85 TW BASE 025Y001H 0.00 8.000 8.000 0.0000 3 0.67 19.422 0.00 0.000







N.E.C. Inlet BASE 025Y002H 0.93 6.032 11.500 0.0054 160 0.89 5.821 0.93 6.145


S.R. 85 TW BASE 025Y002H 0.00 8.000 8.000 0.0000 3 0.84 18.533 0.00 0.000







N.E.C. Inlet BASE 025Y004H 2.55 6.027 11.500 0.0057 160 3.03 5.293 2.55 5.610


S.R. 85 TW BASE 025Y004H 0.00 8.000 8.000 0.0000 3 2.01 13.437 0.00 0.000







N.E.C. Inlet BASE 025Y008H 4.10 6.052 11.500 0.0050 160 4.10 7.769 4.10 7.768


S.R. 85 TW BASE 025Y008H 0.00 8.000 8.000 0.0000 3 4.00 16.270 0.00 0.000







N.E.C. Inlet BASE 025Y024H 12.06 6.014 11.500 0.0057 160 12.06 4.033 12.06 4.033


S.R. 85 TW BASE 025Y024H 0.00 8.000 8.000 0.0000 3 12.00 7.764 0.00 0.000

CPH, Inc.


Pre Development

Node Min-Max Report











N.E.C. Inlet BASE 025Y072H 36.71 6.012 11.500 0.0058 160 36.00 3.429 36.71 3.748


S.R. 85 TW BASE 025Y072H 0.00 8.000 8.000 0.0000 3 35.92 6.134 0.00 0.000







N.E.C. Inlet BASE 050Y001H 0.74 6.046 11.500 0.0057 160 0.74 7.371 0.74 7.371


S.R. 85 TW BASE 050Y001H 0.00 8.000 8.000 0.0000 3 0.67 20.380 0.00 0.000







N.E.C. Inlet BASE 050Y002H 0.92 6.040 11.500 0.0057 160 0.91 6.867 0.92 6.867


S.R. 85 TW BASE 050Y002H 0.00 8.000 8.000 0.0000 3 0.84 19.515 0.00 0.000







N.E.C. Inlet BASE 050Y004H 2.64 6.037 11.500 0.0050 160 3.02 6.553 2.64 6.555


S.R. 85 TW BASE 050Y004H 0.00 8.000 8.000 0.0000 3 2.01 15.119 0.00 0.000







N.E.C. Inlet BASE 050Y008H 5.22 6.060 11.500 0.0055 160 4.69 8.222 5.22 8.394


S.R. 85 TW BASE 050Y008H 0.00 8.000 8.000 0.0000 3 4.00 17.861 0.00 0.000






CPH, Inc.


Pre Development

Node Min-Max Report






N.E.C. Inlet BASE 050Y024H 12.07 6.017 11.500 0.0056 160 12.08 4.495 12.07 4.496


S.R. 85 TW BASE 050Y024H 0.00 8.000 8.000 0.0000 3 12.00 8.133 0.00 0.000







N.E.C. Inlet BASE 050Y072H 61.77 6.014 11.500 0.0058 160 60.01 3.962 61.77 4.000


S.R. 85 TW BASE 050Y072H 0.00 8.000 8.000 0.0000 3 59.92 6.416 0.00 0.000







N.E.C. Inlet BASE 100Y001H 0.75 6.052 11.500 0.0054 160 0.75 7.814 0.75 7.814


S.R. 85 TW BASE 100Y001H 0.00 8.000 8.000 0.0000 3 0.67 20.927 0.00 0.000







N.E.C. Inlet BASE 100Y002H 0.93 6.049 11.500 0.0053 160 0.93 7.596 0.93 7.596


S.R. 85 TW BASE 100Y002H 0.00 8.000 8.000 0.0000 3 0.84 20.139 0.00 0.000







N.E.C. Inlet BASE 100Y004H 3.03 6.051 11.500 0.0053 160 2.98 7.742 3.03 7.725


S.R. 85 TW BASE 100Y004H 0.00 8.000 8.000 0.0000 3 2.01 16.619 0.00 0.000







N.E.C. Inlet BASE 100Y008H 5.29 6.066 11.500 0.0053 160 5.00 8.514 5.29 8.764


S.R. 85 TW BASE 100Y008H 0.00 8.000 8.000 0.0000 3 4.00 18.663 0.00 0.000


CPH, Inc.


Pre Development

Node Min-Max Report










N.E.C. Inlet BASE 100Y024H 12.10 6.025 11.500 0.0057 160 12.08 5.447 12.10 5.450


S.R. 85 TW BASE 100Y024H 0.00 8.000 8.000 0.0000 3 12.00 8.870 0.00 0.000







N.E.C. Inlet BASE 100Y072H 60.01 6.016 11.500 0.0058 160 60.01 4.324 60.01 4.320


S.R. 85 TW BASE 100Y072H 0.00 8.000 8.000 0.0000 3 59.92 6.642 0.00 0.000



CPH, Inc.


Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc.

CPH, Inc.

Post Development

Nodal Diagram


Nodes

A Stage/Area

V Stage/Volume

T Time/Stage

M Manhole

Basins

O Overland Flow

U SCS Unit CN

S SBUH CN

Y SCS Unit GA

Z SBUH GA

Links

P Pipe

W Weir

C Channel

D Drop Structure

B Bridge

R Rating Curve

H Breach

E Percolation

F Filter

X Exfil Trench

M: Middle Dr MH S

M: Middle Dr MH N

T: GW

V: Storm chambers

U: Post Basin 3

A: South St. S DBI

U: Offsite Basin 2

A: South St. N DBI

U: Offsite Basin 1

T: S.R. 85 TW

A: Pond 2

U: Post Basin 2

A: Pond 1

U: Post Basin 1

M: New MH S-7

M: New MH S-42

T: N.E.C. Inlet TW

A: N.E.C. Inlet

U: Offsite Basin 3

A: 85 curb inlet S

U: 85 curb inlet S

A: 85 curb inlet N

U: 85 curb inlet N

P: 85 N 15" P: 1st Ave. 36" B

P: Middle Dr. 2

P: Middle Dr. 3

P: 85 S 15"

P: ST to S-7

P: South St. 18"

P: Middle Dr. 1

E: Pond 2 Perc

D: Pond 2 Out

P: P1 S-7

D: Pond 1 Out

E: Pond 1 Perc

P: P2 S-7

P: 1st Ave. 36" A

Post Development

Input Report


==========================================================================================

==== Basins ==============================================================================

==========================================================================================

Name: 85 curb inlet N Node: 85 curb inlet N Status: Onsite







DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: 85 curb inlet S Node: 85 curb inlet S Status: Onsite







DCIA(%): 0.00

----------------------------------------------------------------------------------------------------

Name: Offsite Basin 1 Node: South St. N DBI Status: Onsite







DCIA(%): 40.22

----------------------------------------------------------------------------------------------------

Name: Offsite Basin 2 Node: South St. S DBI Status: Onsite







DCIA(%): 55.84

----------------------------------------------------------------------------------------------------

Name: Offsite Basin 3 Node: N.E.C. Inlet Status: Onsite







DCIA(%): 15.38

----------------------------------------------------------------------------------------------------

Name: Post Basin 1 Node: Pond 1 Status: Onsite



CPH, Inc.


Post Development

Input Report






DCIA(%): 75.00

----------------------------------------------------------------------------------------------------

Name: Post Basin 2 Node: Pond 2 Status: Onsite







DCIA(%): 75.00

----------------------------------------------------------------------------------------------------

Name: Post Basin 3 Node: Storm chambers Status: Onsite







DCIA(%): 75.00

==========================================================================================

==== Nodes ===============================================================================

==========================================================================================

Name: 85 curb inlet N Base Flow(cfs): 0.000 Init Stage(ft): 8.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

5.980 0.0003

9.660 0.0003

10.000 0.0003

11.000 0.4500

------------------------------------------------------------------------------------------

Name: 85 curb inlet S Base Flow(cfs): 0.000 Init Stage(ft): 8.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

7.130 0.0003

10.330 0.0003

10.500 0.0003

------------------------------------------------------------------------------------------

Name: GW Base Flow(cfs): 0.000 Init Stage(ft): 5.500


Type: Time/Stage

Time(hrs) Stage(ft)

--------------- ---------------

0.00 5.500

CPH, Inc.


Post Development

Input Report


9999.00 5.500

------------------------------------------------------------------------------------------

Name: Middle Dr MH N Base Flow(cfs): 0.000 Init Stage(ft): 6.000



Stage(ft) Area(ac)

--------------- ---------------

3.950 0.0001

11.570 0.0001

------------------------------------------------------------------------------------------

Name: Middle Dr MH S Base Flow(cfs): 0.000 Init Stage(ft): 6.000



Stage(ft) Area(ac)

--------------- ---------------

4.370 0.0001

9.950 0.0001

------------------------------------------------------------------------------------------

Name: N.E.C. Inlet Base Flow(cfs): 1.000 Init Stage(ft): 6.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

2.060 0.0003

10.300 0.0003

11.000 0.0639

11.500 0.2200

------------------------------------------------------------------------------------------

Name: N.E.C. Inlet TW Base Flow(cfs): 0.000 Init Stage(ft): 6.000


Type: Time/Stage

Time(hrs) Stage(ft)

--------------- ---------------

0.00 6.000

999.00 6.000

------------------------------------------------------------------------------------------

Name: New MH S-42 Base Flow(cfs): 0.000 Init Stage(ft): 6.000



Stage(ft) Area(ac)

--------------- ---------------

2.200 0.0001

12.350 0.0001

------------------------------------------------------------------------------------------

Name: New MH S-7 Base Flow(cfs): 0.000 Init Stage(ft): 6.000



Stage(ft) Area(ac)

--------------- ---------------

3.450 0.0001

CPH, Inc.


Post Development

Input Report


11.000 0.0001

------------------------------------------------------------------------------------------

Name: Pond 1 Base Flow(cfs): 0.000 Init Stage(ft): 5.500


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

7.500 0.1700

8.500 0.1900

9.500 0.2100

10.500 0.2415

10.999 0.2703

11.000 0.2928

11.500 0.5253

12.000 0.8300

------------------------------------------------------------------------------------------

Name: Pond 2 Base Flow(cfs): 0.000 Init Stage(ft): 5.500


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

7.500 0.0400

8.500 0.0700

9.500 0.0900

10.500 0.1200

10.999 0.1250

11.000 0.1480

11.500 0.3340

12.000 0.7100

------------------------------------------------------------------------------------------

Name: S.R. 85 TW Base Flow(cfs): 4.000 Init Stage(ft): 8.000


Type: Time/Stage

Time(hrs) Stage(ft)

--------------- ---------------

0.00 8.000

999.00 8.000

------------------------------------------------------------------------------------------

Name: South St. N DBI Base Flow(cfs): 0.000 Init Stage(ft): 6.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

4.600 0.0001

9.120 0.0001

9.500 0.0073

10.000 0.3200

------------------------------------------------------------------------------------------

Name: South St. S DBI Base Flow(cfs): 0.000 Init Stage(ft): 6.000


Type: Stage/Area

Stage(ft) Area(ac)

--------------- ---------------

5.550 0.0001

CPH, Inc.


Post Development

Input Report


9.620 0.0001

10.000 0.0450

------------------------------------------------------------------------------------------

Name: Storm chambers Base Flow(cfs): 0.000 Init Stage(ft): 7.500


Type: Stage/Volume

*** Point data generated with Chamber Tool ***

Manufacturer=StormTech

Model=SC-310 (October 2008)

Chamber Bot Elev=8.00 ft

Number of Chambers=930.00

Pit Bot Elev=7.50 ft

Pit Length=399.00 ft

Pit Width=60.00 ft

Pit Height=2.25 ft

Gravel Porosity=0.40

Stage(ft) Volume(af)

--------------- ---------------

7.500 0.0000

8.000 0.1099

8.000 0.1100

8.042 0.1283

8.125 0.1647

8.208 0.2007

8.292 0.2362

8.375 0.2711

8.458 0.3053

8.542 0.3388

8.625 0.3715

8.708 0.4032

8.792 0.4340

8.875 0.4635

8.958 0.4914

9.042 0.5176

9.125 0.5411

9.208 0.5622

9.292 0.5818

9.333 0.5912

9.750 0.6828

==========================================================================================

==== Cross Sections ======================================================================

==========================================================================================

Name: Upland area Group: BASE

Encroachment: No

Station(ft) Elevation(ft) Manning's N

--------------- --------------- ---------------

0.000 22.000 0.080000

9.000 21.850 0.080000

17.000 21.500 0.080000

53.000 22.780 0.080000

==========================================================================================

==== Pipes ===============================================================================

==========================================================================================

Name: 1st Ave. 36" A From Node: New MH S-42 Length(ft): 120.00







CPH, Inc.


Post Development

Input Report










----------------------------------------------------------------------------------------------------

Name: 1st Ave. 36" B From Node: N.E.C. Inlet Length(ft): 203.00

Group: BASE To Node: N.E.C. Inlet TW Count: 1














----------------------------------------------------------------------------------------------------

Name: 85 N 15" From Node: 85 curb inlet N Length(ft): 16.00















----------------------------------------------------------------------------------------------------

Name: 85 S 15" From Node: 85 curb inlet S Length(ft): 16.00











CPH, Inc.


Post Development

Input Report






----------------------------------------------------------------------------------------------------

Name: Middle Dr. 1 From Node: South St. N DBI Length(ft): 55.00

Group: BASE To Node: Middle Dr MH S Count: 1














----------------------------------------------------------------------------------------------------

Name: Middle Dr. 2 From Node: Middle Dr MH S Length(ft): 585.00

Group: BASE To Node: Middle Dr MH N Count: 1














----------------------------------------------------------------------------------------------------

Name: Middle Dr. 3 From Node: Middle Dr MH N Length(ft): 30.00













CPH, Inc.


Post Development

Input Report




----------------------------------------------------------------------------------------------------

Name: P1 S-7 From Node: Pond 1 Length(ft): 330.00

Group: BASE To Node: New MH S-7 Count: 1














----------------------------------------------------------------------------------------------------

Name: P2 S-7 From Node: New MH S-7 Length(ft): 290.00

Group: BASE To Node: Pond 2 Count: 1














----------------------------------------------------------------------------------------------------

Name: South St. 18" From Node: South St. S DBI Length(ft): 27.00

Group: BASE To Node: South St. N DBI Count: 1














CPH, Inc.


Post Development

Input Report


----------------------------------------------------------------------------------------------------

Name: ST to S-7 From Node: Storm chambers Length(ft): 128.00















==========================================================================================

==== Drop Structures =====================================================================

==========================================================================================

Name: Pond 1 Out From Node: Pond 1 Length(ft): 40.00


UPSTREAM DOWNSTREAM Friction Equation: Automatic

Geometry: Circular Circular Solution Algorithm: Most Restrictive

Span(in): 18.00 18.00 Flow: Both

Rise(in): 18.00 18.00 Entrance Loss Coef: 0.500

Invert(ft): 4.500 4.350 Exit Loss Coef: 1.000



Bot Clip(in): 0.000 0.000 Solution Incs: 10





*** Weir 1 of 2 for Drop Structure Pond 1 Out ***

TABLE

Count: 1 Bottom Clip(in): 0.000

Type: Vertical: Mavis Top Clip(in): 0.000

Flow: Both Weir Disc Coef: 3.200

Geometry: Circular Orifice Disc Coef: 0.600

Span(in): 0.50 Invert(ft): 8.280

Rise(in): 0.50 Control Elev(ft): 8.280


TABLE


Type: Horizontal Top Clip(in): 0.000


Geometry: Rectangular Orifice Disc Coef: 0.600



----------------------------------------------------------------------------------------------------

Name: Pond 2 Out From Node: Pond 2 Length(ft): 157.00

Group: BASE To Node: 85 curb inlet S Count: 1

UPSTREAM DOWNSTREAM Friction Equation: Automatic

Geometry: Circular Circular Solution Algorithm: Most Restrictive

CPH, Inc.


Post Development

Input Report


Span(in): 15.00 15.00 Flow: Both

Rise(in): 15.00 15.00 Entrance Loss Coef: 0.500

Invert(ft): 5.000 7.350 Exit Loss Coef: 1.000



Bot Clip(in): 0.000 0.000 Solution Incs: 10






TABLE


Type: Vertical: Mavis Top Clip(in): 0.000


Geometry: Circular Orifice Disc Coef: 0.600




TABLE


Type: Horizontal Top Clip(in): 0.000


Geometry: Rectangular Orifice Disc Coef: 0.600



==========================================================================================

==== Percolation Links ===================================================================

==========================================================================================

Name: Pond 1 Perc From Node: Pond 1 Flow: Both

Group: BASE To Node: GW Count: 1

Surface Area Option: Vary based on Stage/Area Table

Vertical Flow Termination: Horizontal Flow Algorithm

Aquifer Base Elev(ft): -8.500 Perimeter 1(ft): 387.000

Water Table Elev(ft): 5.500 Perimeter 2(ft): 744.000

*****************************0.000 Perimeter 3(ft): 3600.000

Horiz Conductivity(ft/day): 17.980 Distance 1 to 2(ft): 50.000

Vert Conductivity(ft/day): 13.500 Distance 2 to 3(ft): 450.000

Effective Porosity(dec): 0.250 Num Cells 1 to 2: 10

Suction Head(in): 4.170 Num Cells 2 to 3: 45

Layer Thickness(ft): 2.000

----------------------------------------------------------------------------------------------------

Name: Pond 2 Perc From Node: Pond 2 Flow: Both

Group: BASE To Node: GW Count: 1

Surface Area Option: Vary based on Stage/Area Table

Vertical Flow Termination: Horizontal Flow Algorithm

Aquifer Base Elev(ft): -8.500 Perimeter 1(ft): 399.000

Water Table Elev(ft): 5.500 Perimeter 2(ft): 727.000

*****************************0.000 Perimeter 3(ft): 3911.000

Horiz Conductivity(ft/day): 20.000 Distance 1 to 2(ft): 50.000

Vert Conductivity(ft/day): 13.500 Distance 2 to 3(ft): 450.000

Effective Porosity(dec): 0.250 Num Cells 1 to 2: 10

Suction Head(in): 4.360 Num Cells 2 to 3: 45

Layer Thickness(ft): 2.000

CPH, Inc.


Post Development

Input Report


==========================================================================================

==== Exfiltration Trenches ===============================================================

==========================================================================================

Name: From Node: Flow: Both

Group: BASE To Node: Count: 1

Aquifer Base Elev(ft): 0.000 Trench Bot Elev(ft): 0.000

Water Table Elev(ft): 0.000 Trench Width(ft): 0.000

*****************************0.000 Trench Length(ft): 0.000

Horiz Conductivity(ft/day): 0.000 Trench Height(ft): 0.000

Vert Conductivity(ft/day): 0.000 Gravel Porosity(dec): 0.000

Effective Porosity(dec): 0.000 Pipe Diameter(in): 0.000

Suction Head(in): 0.000 Pipe Invert Elev(ft): 0.000

End Treatment: Exclude

Cell Spacing(ft): 0.000

Num Cells: 0

==========================================================================================

==== Filters =============================================================================

==========================================================================================

Name: From Node: Flow: Both

Group: BASE To Node: Count: 1

Sloped: No

Filter Elev(ft): 0.000 Pipe Inv Elev(ft): 0.000

Filter Width(ft): 0.000 Pipe Diameter(in): 0.000

Filter Length(ft): 0.000 X Grav Thkness(in): 0.000

Filter Permeability(ft/day): 0.000 Y Grav Thkness(in): 0.000

==========================================================================================

==== Hydrology Simulations ===============================================================

==========================================================================================

Name: 002Y001H

Filename: C:\Users\ypaguada\Desktop\W13900\Post\002Y001H.R32






--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y004H





CPH, Inc.


Post Development

Input Report




--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 002Y024H




Rainfall File: Scsiii



--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y004H







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y008H


CPH, Inc.


Post Development

Input Report







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 003Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y004H







--------------- ---------------

10.000 5.00

CPH, Inc.


Post Development

Input Report


----------------------------------------------------------------------------------------------------

Name: 005Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 005Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y004H






CPH, Inc.


Post Development

Input Report



--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 010Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y002H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y004H


CPH, Inc.


Post Development

Input Report







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y008H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 025Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y002H







--------------- ---------------

5.000 5.00

CPH, Inc.


Post Development

Input Report


----------------------------------------------------------------------------------------------------

Name: 050Y004H







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y008H







--------------- ---------------

12.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 050Y072H







--------------- ---------------

80.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y001H







--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y002H






CPH, Inc.


Post Development

Input Report



--------------- ---------------

5.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y004H







--------------- ---------------

6.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y008H







--------------- ---------------

10.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y024H







--------------- ---------------

30.000 5.00

----------------------------------------------------------------------------------------------------

Name: 100Y072H







--------------- ---------------

80.000 5.00

==========================================================================================

==== Routing Simulations =================================================================

==========================================================================================


Filename: C:\Users\ypaguada\Desktop\W13900\Post\002Y001H.I32


Alternative: No






CPH, Inc.


Post Development

Input Report



--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

10.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No






CPH, Inc.


Post Development

Input Report



--------------- ---------------

12.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No






CPH, Inc.


Post Development

Input Report



--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No






CPH, Inc.


Post Development

Input Report



--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No





CPH, Inc.


Post Development

Input Report




--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

10.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

12.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No




CPH, Inc.


Post Development

Input Report





--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No



CPH, Inc.


Post Development

Input Report






--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

10.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

12.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No


CPH, Inc.


Post Development

Input Report







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No

CPH, Inc.


Post Development

Input Report








--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No

CPH, Inc.


Post Development

Input Report








--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

5.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




CPH, Inc.


Post Development

Input Report


Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------



CPH, Inc.


Post Development

Input Report



Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------



CPH, Inc.


Post Development

Input Report



Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------


CPH, Inc.


Post Development

Input Report




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

----------------------------------------------------------------------------------------------------




Alternative: No







--------------- ---------------

30.000 15.000

9999.000 60.000

Group Run

--------------- -----

BASE Yes

CPH, Inc.


Post Development

Node Min Max Report









N.E.C. Inlet BASE 002Y001H 0.67 6.015 11.500 0.0033 169 0.67 7.219 0.67 4.142


Pond 1 BASE 002Y001H 1.01 8.943 11.000 0.0090 8687 0.58 7.719 0.95 2.992

Pond 2 BASE 002Y001H 1.01 8.943 11.000 0.0127 3457 0.00 22.207 1.01 0.979

S.R. 85 TW BASE 002Y001H 0.00 8.000 8.000 0.0000 3 0.60 11.078 0.00 0.000







N.E.C. Inlet BASE 002Y002H 0.85 6.010 11.500 0.0033 169 0.85 6.638 0.85 3.486


Pond 1 BASE 002Y002H 1.30 8.927 11.000 0.0090 8673 0.83 6.284 1.13 2.929

Pond 2 BASE 002Y002H 1.30 8.926 11.000 0.0127 3442 0.00 22.207 1.30 0.969

S.R. 85 TW BASE 002Y002H 0.00 8.000 8.000 0.0000 3 0.84 9.986 0.00 0.000







N.E.C. Inlet BASE 002Y004H 2.02 6.004 11.500 0.0033 169 0.53 6.476 2.02 2.154


Pond 1 BASE 002Y004H 3.09 9.015 11.000 0.0090 8750 2.00 3.436 2.75 2.031

Pond 2 BASE 002Y004H 3.08 9.014 11.000 0.0127 3518 0.00 22.207 3.08 1.022

S.R. 85 TW BASE 002Y004H 0.00 8.000 8.000 0.0000 3 2.00 7.286 0.00 0.000







N.E.C. Inlet BASE 002Y008H 4.01 6.007 11.500 0.0033 169 8.12 6.478 4.01 2.919


Pond 1 BASE 002Y008H 6.22 9.398 11.000 0.0090 9083 4.00 4.109 4.14 2.760

Pond 2 BASE 002Y008H 6.22 9.397 11.000 0.0127 3852 0.00 22.207 4.25 1.160

S.R. 85 TW BASE 002Y008H 0.00 8.000 8.000 0.0000 3 4.00 8.444 0.00 0.000







N.E.C. Inlet BASE 002Y024H 12.28 6.018 11.500 0.0033 169 12.28 7.615 12.28 4.574


CPH, Inc.


Post Development

Node Min Max Report





Pond 1 BASE 002Y024H 14.57 9.530 11.000 0.0090 9214 12.25 7.234 12.63 2.988

Pond 2 BASE 002Y024H 14.57 9.529 11.000 0.0127 3980 0.00 22.207 12.39 1.192

S.R. 85 TW BASE 002Y024H 0.00 8.000 8.000 0.0000 3 12.25 11.399 0.00 0.000







N.E.C. Inlet BASE 003Y001H 0.68 6.017 11.500 0.0033 169 0.68 7.561 0.68 4.517


Pond 1 BASE 003Y001H 1.00 9.092 11.000 0.0090 8817 0.58 8.567 1.02 3.068

Pond 2 BASE 003Y001H 1.00 9.090 11.000 0.0127 3585 0.00 22.207 1.00 1.066

S.R. 85 TW BASE 003Y001H 0.00 8.000 8.000 0.0000 3 0.67 11.965 0.00 0.000







N.E.C. Inlet BASE 003Y002H 0.86 6.013 11.500 0.0033 169 0.86 6.949 0.86 3.841


Pond 1 BASE 003Y002H 1.27 9.086 11.000 0.0090 8812 0.83 7.039 1.29 3.060

Pond 2 BASE 003Y002H 1.28 9.085 11.000 0.0127 3580 0.00 22.207 1.28 1.063

S.R. 85 TW BASE 003Y002H 0.00 8.000 8.000 0.0000 3 0.84 10.846 0.00 0.000







N.E.C. Inlet BASE 003Y004H 2.10 6.009 11.500 0.0033 169 4.17 6.480 2.10 3.167


Pond 1 BASE 003Y004H 3.64 9.745 11.000 0.0090 9509 2.00 4.963 2.83 3.109

Pond 2 BASE 003Y004H 3.64 9.744 11.000 0.0127 4261 0.00 22.207 3.64 1.397

S.R. 85 TW BASE 003Y004H 0.00 8.000 8.000 0.0000 3 2.00 9.168 0.00 0.000







N.E.C. Inlet BASE 003Y008H 4.01 6.010 11.500 0.0033 169 4.01 6.569 4.01 3.403


Pond 1 BASE 003Y008H 6.27 9.760 11.000 0.0090 9529 4.00 4.746 4.32 3.152

Pond 2 BASE 003Y008H 6.27 9.758 11.000 0.0127 4280 0.00 22.207 4.20 1.256

S.R. 85 TW BASE 003Y008H 0.00 8.000 8.000 0.0000 3 4.00 9.066 0.00 0.000




CPH, Inc.


Post Development

Node Min Max Report








N.E.C. Inlet BASE 003Y024H 12.00 6.003 11.500 0.0033 169 22.21 6.478 12.00 1.718


Pond 1 BASE 003Y024H 19.32 9.487 11.000 0.0090 9161 12.00 1.334 11.57 1.831

Pond 2 BASE 003Y024H 19.32 9.486 11.000 0.0127 3930 0.00 22.207 19.07 0.851

S.R. 85 TW BASE 003Y024H 0.00 8.000 8.000 0.0000 3 12.00 5.642 0.00 0.000







N.E.C. Inlet BASE 003Y072H 56.58 6.002 11.500 0.0033 169 64.52 6.478 56.58 1.490


Pond 1 BASE 003Y072H 64.11 9.412 11.000 0.0090 9096 60.00 0.880 58.86 1.627

Pond 2 BASE 003Y072H 64.12 9.412 11.000 0.0127 3865 0.00 22.207 64.05 0.771

S.R. 85 TW BASE 003Y072H 0.00 8.000 8.000 0.0000 3 60.00 5.321 0.00 0.000







N.E.C. Inlet BASE 005Y001H 0.68 6.020 11.500 0.0033 169 0.68 7.899 0.68 4.882


Pond 1 BASE 005Y001H 1.00 9.223 11.000 0.0090 8931 0.58 9.349 1.14 2.990

Pond 2 BASE 005Y001H 1.00 9.222 11.000 0.0127 3700 0.00 22.207 1.00 1.136

S.R. 85 TW BASE 005Y001H 0.00 8.000 8.000 0.0000 3 0.67 12.802 0.00 0.000







N.E.C. Inlet BASE 005Y002H 0.86 6.014 11.500 0.0033 169 0.86 7.175 0.86 4.093


Pond 1 BASE 005Y002H 1.26 9.188 11.000 0.0090 8901 0.83 7.542 1.44 3.134

Pond 2 BASE 005Y002H 1.26 9.186 11.000 0.0127 3669 0.00 22.207 1.26 1.118

S.R. 85 TW BASE 005Y002H 0.00 8.000 8.000 0.0000 3 0.84 11.408 0.00 0.000







N.E.C. Inlet BASE 005Y004H 2.09 6.006 11.500 0.0033 169 0.45 6.477 2.09 2.681


Pond 1 BASE 005Y004H 3.62 9.348 11.000 0.0090 9040 2.00 4.295 2.86 2.841

CPH, Inc.


Post Development

Node Min Max Report





Pond 2 BASE 005Y004H 3.64 9.347 11.000 0.0127 3808 0.00 22.207 3.64 1.200

S.R. 85 TW BASE 005Y004H 0.00 8.000 8.000 0.0000 3 2.06 8.384 0.00 0.000







N.E.C. Inlet BASE 005Y008H 4.01 6.012 11.500 0.0033 169 4.01 6.854 4.01 3.731


Pond 1 BASE 005Y008H 7.02 10.001 11.000 0.0090 9860 4.00 5.182 4.16 3.320

Pond 2 BASE 005Y008H 7.03 10.000 11.000 0.0127 4596 0.00 22.207 4.39 1.331

S.R. 85 TW BASE 005Y008H 0.00 8.000 8.000 0.0000 3 4.00 9.474 0.00 0.000







N.E.C. Inlet BASE 005Y024H 12.10 6.003 11.500 0.0033 169 22.27 6.479 12.10 1.737


Pond 1 BASE 005Y024H 19.34 9.665 11.000 0.0090 9399 12.00 1.443 11.34 1.827

Pond 2 BASE 005Y024H 19.35 9.664 11.000 0.0127 4157 0.00 22.207 19.08 0.919

S.R. 85 TW BASE 005Y024H 0.00 8.000 8.000 0.0000 3 12.00 5.774 0.00 0.000







N.E.C. Inlet BASE 005Y072H 60.00 6.002 11.500 0.0033 169 68.05 6.478 60.00 1.658


Pond 1 BASE 005Y072H 64.12 9.637 11.000 0.0090 9361 60.00 0.998 60.06 1.769

Pond 2 BASE 005Y072H 64.11 9.637 11.000 0.0127 4121 0.00 22.207 64.05 0.857

S.R. 85 TW BASE 005Y072H 0.00 8.000 8.000 0.0000 3 60.00 5.478 0.00 0.000







N.E.C. Inlet BASE 010Y001H 0.69 6.024 11.500 0.0033 169 0.69 8.337 0.69 5.352


Pond 1 BASE 010Y001H 0.99 9.382 11.000 0.0090 9070 0.58 10.327 1.18 3.285

Pond 2 BASE 010Y001H 0.99 9.379 11.000 0.0127 3837 0.00 22.207 0.99 1.215

S.R. 85 TW BASE 010Y001H 0.00 8.000 8.000 0.0000 3 0.67 13.842 0.00 0.000





CPH, Inc.


Post Development

Node Min Max Report







N.E.C. Inlet BASE 010Y002H 0.87 6.019 11.500 0.0033 169 0.87 7.738 0.87 4.708


Pond 1 BASE 010Y002H 1.24 9.411 11.000 0.0090 9095 0.83 8.674 1.46 3.332

Pond 2 BASE 010Y002H 1.24 9.408 11.000 0.0127 3862 0.00 22.207 1.24 1.229

S.R. 85 TW BASE 010Y002H 0.00 8.000 8.000 0.0000 3 0.84 12.632 0.00 0.000







N.E.C. Inlet BASE 010Y004H 2.09 6.008 11.500 0.0033 169 4.17 6.479 2.09 3.139


Pond 1 BASE 010Y004H 3.64 9.723 11.000 0.0090 9478 2.00 4.925 2.84 3.069

Pond 2 BASE 010Y004H 3.63 9.721 11.000 0.0127 4231 0.00 22.207 3.63 1.386

S.R. 85 TW BASE 010Y004H 0.00 8.000 8.000 0.0000 3 2.00 9.125 0.00 0.000







N.E.C. Inlet BASE 010Y008H 4.02 6.017 11.500 0.0033 169 4.02 7.506 4.02 4.455


Pond 1 BASE 010Y008H 7.06 10.528 11.000 0.0090 10614 4.00 6.149 4.00 3.693

Pond 2 BASE 010Y008H 7.06 10.526 11.000 0.0127 5260 0.00 22.207 4.44 1.567

S.R. 85 TW BASE 010Y008H 0.00 8.000 8.000 0.0000 3 4.00 10.339 0.00 0.000







N.E.C. Inlet BASE 010Y024H 12.13 6.003 11.500 0.0033 169 22.68 6.481 12.13 1.746


Pond 1 BASE 010Y024H 19.45 10.230 11.000 0.0090 10174 12.00 1.777 14.14 2.001

Pond 2 BASE 010Y024H 19.45 10.229 11.000 0.0127 4895 0.00 22.207 19.07 1.107

S.R. 85 TW BASE 010Y024H 0.00 8.000 8.000 0.0000 3 12.00 6.191 0.00 0.000







N.E.C. Inlet BASE 010Y072H 60.03 6.003 11.500 0.0033 169 52.17 6.485 60.03 1.740


Pond 1 BASE 010Y072H 64.13 9.988 11.000 0.0090 9842 60.00 1.178 60.02 1.906

Pond 2 BASE 010Y072H 64.13 9.987 11.000 0.0127 4579 0.00 22.207 64.06 0.978

CPH, Inc.


Post Development

Node Min Max Report





S.R. 85 TW BASE 010Y072H 0.00 8.000 8.000 0.0000 3 60.00 5.704 0.00 0.000







N.E.C. Inlet BASE 025Y001H 0.71 6.033 11.500 0.0033 169 0.70 9.143 0.71 6.199


Pond 1 BASE 025Y001H 0.98 9.640 11.000 0.0090 9365 0.58 11.957 1.05 3.938

Pond 2 BASE 025Y001H 0.98 9.635 11.000 0.0127 4118 0.00 22.207 0.98 1.343

S.R. 85 TW BASE 025Y001H 0.00 8.000 8.000 0.0000 3 0.64 15.498 0.00 0.000







N.E.C. Inlet BASE 025Y002H 0.88 6.026 11.500 0.0033 169 0.88 8.495 0.88 5.518


Pond 1 BASE 025Y002H 1.23 9.673 11.000 0.0090 9410 0.83 10.063 1.35 4.202

Pond 2 BASE 025Y002H 1.23 9.667 11.000 0.0127 4161 0.00 22.207 1.23 1.359

S.R. 85 TW BASE 025Y002H 0.00 8.000 8.000 0.0000 3 0.84 14.062 0.00 0.000







N.E.C. Inlet BASE 025Y004H 2.10 6.012 11.500 0.0033 169 2.10 6.805 2.10 3.676


Pond 1 BASE 025Y004H 3.65 10.138 11.000 0.0090 10048 2.00 5.636 2.55 3.455

Pond 2 BASE 025Y004H 3.64 10.136 11.000 0.0127 4773 0.00 22.207 3.64 1.585

S.R. 85 TW BASE 025Y004H 0.00 8.000 8.000 0.0000 3 2.00 9.900 0.00 0.000







N.E.C. Inlet BASE 025Y008H 4.02 6.024 11.500 0.0034 169 4.00 8.264 4.02 5.335


Pond 1 BASE 025Y008H 6.24 11.072 11.000 0.0090 14245 4.00 7.255 3.83 3.960

Pond 2 BASE 025Y008H 6.24 11.070 11.000 0.0127 7609 0.00 22.207 4.52 1.790

S.R. 85 TW BASE 025Y008H 0.00 8.000 8.000 0.0000 3 4.00 11.303 0.00 0.000






CPH, Inc.


Post Development

Node Min Max Report






N.E.C. Inlet BASE 025Y024H 12.00 6.004 11.500 0.0033 169 24.10 6.484 12.00 2.031


Pond 1 BASE 025Y024H 21.06 11.008 11.000 0.0090 12949 12.00 2.234 12.23 2.164

Pond 2 BASE 025Y024H 21.07 11.007 11.000 0.0127 6578 0.00 22.207 19.08 1.331

S.R. 85 TW BASE 025Y024H 0.00 8.000 8.000 0.0000 3 12.00 6.719 0.00 0.000







N.E.C. Inlet BASE 025Y072H 36.10 6.003 11.500 0.0033 169 54.05 6.480 36.10 1.741


Pond 1 BASE 025Y072H 36.29 10.721 11.000 0.0090 11100 36.00 1.311 31.70 2.031

Pond 2 BASE 025Y072H 36.29 10.719 11.000 0.0127 5345 0.00 22.207 36.09 1.275

S.R. 85 TW BASE 025Y072H 0.00 8.000 8.000 0.0000 3 36.00 6.063 0.00 0.000







N.E.C. Inlet BASE 050Y001H 0.72 6.043 11.500 0.0033 169 0.72 10.001 0.72 7.088


Pond 1 BASE 050Y001H 0.98 9.887 11.000 0.0090 9703 0.58 13.586 1.12 4.769

Pond 2 BASE 050Y001H 0.98 9.878 11.000 0.0127 4436 0.00 22.207 0.98 1.463

S.R. 85 TW BASE 050Y001H 0.00 8.000 8.000 0.0000 3 0.62 17.148 0.00 0.000







N.E.C. Inlet BASE 050Y002H 0.89 6.036 11.500 0.0033 169 0.89 9.391 0.89 6.456


Pond 1 BASE 050Y002H 2.10 10.077 11.000 0.0090 9965 0.83 11.637 1.25 5.113

Pond 2 BASE 050Y002H 2.10 10.076 11.000 0.0127 4694 0.00 22.207 2.10 1.557

S.R. 85 TW BASE 050Y002H 0.00 8.000 8.000 0.0000 3 0.84 15.595 0.00 0.000







N.E.C. Inlet BASE 050Y004H 2.11 6.016 11.500 0.0033 169 2.11 7.416 2.11 4.357


Pond 1 BASE 050Y004H 3.66 10.637 11.000 0.0090 10889 2.00 6.559 2.39 3.910

Pond 2 BASE 050Y004H 3.65 10.634 11.000 0.0127 5308 0.00 22.207 3.65 1.787

S.R. 85 TW BASE 050Y004H 0.00 8.000 8.000 0.0000 3 2.00 10.817 0.00 0.000

CPH, Inc.


Post Development

Node Min Max Report











N.E.C. Inlet BASE 050Y008H 4.03 6.034 11.500 0.0121 169 4.59 18.141 4.03 6.309


Pond 1 BASE 050Y008H 5.09 11.227 11.000 0.0090 17385 4.00 8.539 3.68 4.113

Pond 2 BASE 050Y008H 5.04 11.220 11.000 0.0127 10035 0.00 22.207 5.03 3.933

S.R. 85 TW BASE 050Y008H 0.00 8.000 8.000 0.0000 3 4.00 12.411 0.00 0.000







N.E.C. Inlet BASE 050Y024H 12.00 6.004 11.500 0.0034 169 24.11 6.484 12.00 2.237


Pond 1 BASE 050Y024H 19.00 11.102 11.000 0.0090 14848 12.00 2.467 12.13 2.209

Pond 2 BASE 050Y024H 19.02 11.100 11.000 0.0127 8085 0.00 22.207 16.39 1.712

S.R. 85 TW BASE 050Y024H 0.00 8.000 8.000 0.0000 3 12.00 6.970 0.00 0.000







N.E.C. Inlet BASE 050Y072H 60.09 6.003 11.500 0.0033 169 52.08 6.486 60.09 1.752


Pond 1 BASE 050Y072H 64.15 10.655 11.000 0.0090 10934 59.92 1.513 59.12 2.048

Pond 2 BASE 050Y072H 64.17 10.653 11.000 0.0127 5316 0.00 22.207 64.04 1.181

S.R. 85 TW BASE 050Y072H 0.00 8.000 8.000 0.0000 3 60.00 6.099 0.00 0.000







N.E.C. Inlet BASE 100Y001H 0.73 6.049 11.500 0.0033 169 0.73 10.509 0.73 7.611


Pond 1 BASE 100Y001H 0.98 10.032 11.000 0.0090 9902 0.58 14.567 1.08 5.336

Pond 2 BASE 100Y001H 0.98 10.021 11.000 0.0127 4622 0.00 22.207 0.98 1.531

S.R. 85 TW BASE 100Y001H 0.00 8.000 8.000 0.0000 3 0.67 17.777 0.00 0.000







CPH, Inc.


Post Development

Node Min Max Report





N.E.C. Inlet BASE 100Y002H 0.90 6.043 11.500 0.0033 169 0.90 10.006 0.90 7.093


Pond 1 BASE 100Y002H 2.10 10.353 11.000 0.0090 10342 0.83 12.725 1.18 5.647

Pond 2 BASE 100Y002H 2.10 10.351 11.000 0.0127 5054 0.00 22.207 2.10 1.682

S.R. 85 TW BASE 100Y002H 0.00 8.000 8.000 0.0000 3 0.84 16.607 0.00 0.000







N.E.C. Inlet BASE 100Y004H 2.11 6.021 11.500 0.0033 169 2.11 7.993 2.11 4.981


Pond 1 BASE 100Y004H 3.65 11.058 11.000 0.0090 13960 2.00 7.418 2.27 4.279

Pond 2 BASE 100Y004H 3.66 11.055 11.000 0.0127 7356 0.00 22.207 3.60 2.199

S.R. 85 TW BASE 100Y004H 0.00 8.000 8.000 0.0000 3 2.00 11.617 0.00 0.000







N.E.C. Inlet BASE 100Y008H 4.16 6.061 11.500 0.0121 169 4.15 20.884 4.16 8.449


Pond 1 BASE 100Y008H 4.61 11.269 11.000 0.0090 18228 4.00 9.486 3.59 4.128

Pond 2 BASE 100Y008H 4.61 11.252 11.000 0.0127 10552 0.00 22.207 4.48 4.700

S.R. 85 TW BASE 100Y008H 0.00 8.000 8.000 0.0000 3 4.00 13.211 0.00 0.000







N.E.C. Inlet BASE 100Y024H 16.38 6.017 11.500 0.0121 169 13.83 16.881 16.38 4.425


Pond 1 BASE 100Y024H 15.03 11.162 11.000 0.0090 16055 12.00 2.941 15.73 2.650

Pond 2 BASE 100Y024H 15.03 11.157 11.000 0.0127 9009 0.00 22.207 15.02 2.533

S.R. 85 TW BASE 100Y024H 0.00 8.000 8.000 0.0000 3 15.00 7.697 0.00 0.000







N.E.C. Inlet BASE 100Y072H 56.39 6.003 11.500 0.0033 169 51.21 6.487 56.39 1.751


Pond 1 BASE 100Y072H 64.17 10.968 11.000 0.0090 11721 59.92 1.667 58.64 2.062

Pond 2 BASE 100Y072H 64.16 10.966 11.000 0.0127 5453 0.00 22.207 64.05 1.268

S.R. 85 TW BASE 100Y072H 0.00 8.000 8.000 0.0000 3 60.00 6.273 0.00 0.000


CPH, Inc.


Post Development

Node Min Max Report






CPH, Inc.


PONDS Version 3.2.0239Retention Pond Recovery - Refined Method

Copyright 2011Devo Seereeram, Ph.D., P.E.

Wal-mart Store No. 6746-00 Ft. Walton Beach, FL 02-13-2017 14:42:38 Page 1

Project Data

Project Name: Wal-mart Store No. 6746-00 Ft. Walton Beach, FL

Simulation Description: POND 1

Project Number: W13900.1

Engineer : Yvonne Paguada, P.E.

Supervising Engineer:

Date: 12-16-2016

Aquifer Data

Base Of Aquifer Elevation, [B] (ft datum): -8.00

Water Table Elevation, [WT] (ft datum): 5.50

Horizontal Saturated Hydraulic Conductivity, [Kh] (ft/day): 17.98

Fillable Porosity, [n] (%): 25.00

Unsaturated Vertical Infiltration Rate, [Iv] (ft/day): 13.5

Maximum Area For Unsaturated Infiltration, [Av] (ft²): 8153.0

Geometry Data

Equivalent Pond Length, [L] (ft): 150.0

Equivalent Pond Width, [W] (ft): 54.0

Ground water mound is expected to intersect the pond bottom

Stage vs Area Data

Stage(ft datum)

Area(ft²)

7.50 7579.08.50 8323.09.50 9096.0

10.50 9898.011.50 10727.0




Detailed Results :: Scenario 1 :: Treatment Volume

ElapsedTime

(hours)

InflowRate(ft³/s)

OutsideRecharge

(ft/day)

StageElevation(ft datum)

InfiltrationRate(ft³/s)

OverflowDischarge

(ft³/s)

CumulativeInflow

Volume (ft³)

CumulativeInfiltration

Volume (ft³)

CumulativeDischarge

Volume (ft³)FlowType

0.000 1358.8330 0.0000 5.500 0.00000 0.00000 0.0 0.0 0.0 N.A.0.002 1358.8330 0.0000 8.523 1.27355 0.00000 8153.0 7.6 0.0 U/P2.400 0.0000 0.0000 7.705 0.68734 0.00000 8153.0 6581.7 0.0 U/S

24.000 0.0000 0.0000 6.798 0.00722 0.00000 8153.0 8153.0 0.0 S36.000 0.0000 0.0000 6.478 0.00000 0.00000 8153.0 8153.0 0.0 S48.000 0.0000 0.0000 6.296 0.00000 0.00000 8153.0 8153.0 0.0 S60.000 0.0000 0.0000 6.177 0.00000 0.00000 8153.0 8153.0 0.0 S72.000 0.0000 0.0000 6.091 0.00000 0.00000 8153.0 8153.0 0.0 S84.000 0.0000 0.0000 6.026 ---- ---- 8153.0 8153.0 0.0 N.A.




Summary of Results :: Scenario 1 :: Treatment Volume

Time(hours)

Stage(ft datum)

Rate(ft³/s)

Volume(ft³)

Stage Minimum 0.000 5.50 Maximum 0.002 8.52

Inflow Rate - Maximum - Positive 0.002 1358.8330 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 0.002 8153.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 84.000 8153.0

Infiltration Rate - Maximum - Positive 0.002 1.2736 Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive 24.000 8153.0 Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 84.000 8153.0

Combined Discharge Rate - Maximum - Positive None None Rate - Maximum - Negative None None Cumulative Volume - Maximum Positive None None Cumulative Volume - Maximum Negative None None Cumulative Volume - End of Simulation 84.000 0.0

Discharge Structure 1 - inactive Rate - Maximum - Positive disabled disabled Rate - Maximum - Negative disabled disabled Cumulative Volume - Maximum Positive disabled disabled Cumulative Volume - Maximum Negative disabled disabled Cumulative Volume - End of Simulation disabled disabled



Pollution Abatement: 36 Hour Stage and Infiltration Volume 36.000 6.48 8153.0 72 Hour Stage and Infiltration Volume 72.000 6.09 8153.0




Project Data


Simulation Description: POND 2




Date: 12-16-2016

Aquifer Data







Geometry Data




Stage vs Area Data

Stage(ft datum)

Area(ft²)

7.50 1834.08.50 2922.09.50 4072.0

10.50 5277.011.50 6540.0





ElapsedTime

(hours)

InflowRate(ft³/s)

OutsideRecharge

(ft/day)



OverflowDischarge

(ft³/s)

CumulativeInflow

Volume (ft³)


Volume (ft³)

CumulativeDischarge


0.000 447.1667 0.0000 5.500 0.00000 0.00000 0.0 0.0 0.0 N.A.0.002 447.1667 0.0000 8.602 0.28986 0.00000 2683.0 1.7 0.0 U/P2.400 0.0000 0.0000 7.198 0.27951 0.00000 2683.0 2683.0 0.0 U/S

24.000 0.0000 0.0000 6.067 0.00000 0.00000 2683.0 2683.0 0.0 S36.000 0.0000 0.0000 5.886 0.00000 0.00000 2683.0 2683.0 0.0 S48.000 0.0000 0.0000 5.799 0.00000 0.00000 2683.0 2683.0 0.0 S60.000 0.0000 0.0000 5.748 0.00000 0.00000 2683.0 2683.0 0.0 S72.000 0.0000 0.0000 5.713 0.00000 0.00000 2683.0 2683.0 0.0 S84.000 0.0000 0.0000 5.688 ---- ---- 2683.0 2683.0 0.0 N.A.





Time(hours)

Stage(ft datum)

Rate(ft³/s)

Volume(ft³)












Project Data


Simulation Description: Underground Stormwater Chambers




Date: 12-16-2016

Aquifer Data







Geometry Data




Stage vs Area Data

Stage(ft datum)

Area(ft²)

7.50 9576.08.00 9576.08.00 19246.28.04 19150.88.13 18952.28.21 18682.08.29 18415.8





ElapsedTime

(hours)

InflowRate(ft³/s)

OutsideRecharge

(ft/day)



OverflowDischarge

(ft³/s)

CumulativeInflow

Volume (ft³)


Volume (ft³)

CumulativeDischarge


0.000 1673.3330 0.0000 5.500 0.00000 0.00000 0.0 0.0 0.0 N.A.0.002 1673.3330 0.0000 8.278 0.29008 0.00000 10040.0 1.7 0.0 U/P2.400 0.0000 0.0000 7.975 0.57829 0.00000 10040.0 5493.0 0.0 U/S

24.000 0.0000 0.0000 7.177 0.02088 0.00000 10040.0 10040.0 0.0 S36.000 0.0000 0.0000 6.890 0.00000 0.00000 10040.0 10040.0 0.0 S48.000 0.0000 0.0000 6.705 0.00000 0.00000 10040.0 10040.0 0.0 S60.000 0.0000 0.0000 6.572 0.00000 0.00000 10040.0 10040.0 0.0 S72.000 0.0000 0.0000 6.469 0.00000 0.00000 10040.0 10040.0 0.0 S84.000 0.0000 0.0000 6.388 ---- ---- 10040.0 10040.0 0.0 N.A.





Time(hours)

Stage(ft datum)

Rate(ft³/s)

Volume(ft³)









STORMWATER REPORT - Granicus

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