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COLORADO
SEWAGE COLLECTION
DESIGN REPORT
RIVER EDGE COLORADO
GARFIELD COUNTY, COLORADO
OWNER/APPLICANT:
CARBONDALE INVESTMENTS, LLC
7999 HWY 82
CARBONDALE CO 8 1 6 2 3
970-456-5325
CONSULTANT:
8140 PARTNERS, LLC
PO BOX 0426
EAGLE, CO 81631
JANUARY 14, 2011
Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
SEWAGE COLLECTION DESIGN
REPORT
RIVER EDGE COLORADO
GARFIELD COUNTY, COLORADO
TABLE OF CONTENTS
INTRODUCTION 3
A. BASIS 3
B. PURPOSE AND SCOPE OF REPORT 3
C. FINDINGS 3
II. PROJECT LOCATION AND DESCRIPTION 4
A. PROJECT LOCATION 4
B. PROJECT DESCRIPTION 4
III. STANDARDS 5
IV. WASTEWATER FLOWS 6
V. SYSTEM DESIGN 7
A. GENERAL OVERVIEW 7
B. DESIGN CRITERIA 8
C. SYSTEM DESIGN AND CALCULATIONS 8
1. SEWAGE COLLECTION SYSTEM SIZING 8
2. PUMP STATION FOR RFWSD TREATMENT ALTERNATIVE 11
D. VARIATIONS FROM DESIGN STANDARDS 12
VI. COST ESTIMATE AND METHOD OF FINANCING 12
APPENDICES
APPENDIX A: VICINITY MAP AND PROJECT SITE
APPENDIX B: PRELIMINARY MODELING OUTPUT
APPENDIX C PUMP STATION COMPUTATIONS
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
I. INTRODUCTION
A. BASIS
This Sewage Collection Design Report ("Report") has been prepared in support of an
application for PUD Plan Review ("Rezoning") and Subdivision Review ("Preliminary
Plan") for the proposed River Edge Colorado ("Project", "REC", or "REC PUD") in
accordance with the requirements of the Garfield County Unified Land Use Resolution of
2008 ("ULUR"), as amended. This Report, along with the Sanitary Sewage Disposal Plan,
specifically addresses the requirements of Sections 5-501G.11.d, 501G.11.g, 5-502C.14,
and 7-106.B of the ULUR. The Report includes a number of technical appendices. In
addition, this Report is supported by other referenced documents submitted as part of
the REC rezoning and preliminary plan applications including the River Edge Colorado
PUD and Subdivision Drawing Package ("Drawing Package").
Specifically, this Report provides Garfield County with a preliminary understanding of
the design and layout of the sewage collection system as well as summarizing the
calculations and assumptions for the Project as specifically required by Section 5-
501G.11.d of the ULUR. The Report concludes that a sewage collection system can be
designed and constructed to support the development of the Project in accordance with
generally accepted practices.
B. PURPOSE AND SCOPE OF REPORT
The primary purpose of this Report is to provide preliminary design information for the
proposed sewage collection system for REC that supports the design and layout of the
sewage collection system depicted on the engineering plans (i.e., Sewage Collection and
Water Supply and Distribution Plan, SW01-03 Series drawings in the Drawing Package).
This Report, in combination with the Sewage Collection and Water Supply and
Distribution Plan, SW01-03 Series drawings in the Drawing Package, document the
feasibility of serving the Project with a sanitary sewage collection system in accordance
with Section 7-106.B of the ULUR. The Report includes the basis of the design including
soil conditions, and calculations supporting the design. The Report further serves as the
design framework for final design efforts to be completed in association with each Final
Plat.
C. FINDINGS
The preliminary design of the sewage collection system has been completed under the
direction and review of William S. Otero P.E. (Colorado Registration #32163). William S.
Otero P.E. has determined that the Project can be adequately served by a sewage
collection system, as shown herein and as depicted in the sewage collection system
engineering plans shown on the Sewage Collection and Water Supply and Distribution
Plan, SW01-03 Series drawings in the Drawing Package provided herewith that the
proposed system meets generally accepted engineering standards for the collection of
sewage, and requirements of the ULUR.
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
II. PROJECT LOCATION AND DESCRIPTION
A. PROJECT LOCATION
The Project is located along State Highway 82 ("SH 82") between the City of Glenwood
Springs and Town of Carbondale near the junction of County Road 110/113 ("CR 113")
and SH 82. The property is located almost entirely west of the Roaring Fork Transit
Authority ("RFTA") right-of-way and east of the Roaring Fork River and the Roaring Fork
Conservancy ("RFC') Conservation Easement (i.e., Grant of Conservation Easement
dated February 3, 2000, recorded at Reception Number 559036 and survey map,
recorded December 24th, 2008, recorded at Reception Number 760571 in the real
property records of Garfield County, Colorado). The Project straddles Cattle Creek which
is also located within the RFC Conservation Easement. A vicinity map is provided as
Exhibit 1 in Appendix A. The Project covers approximately 160 acres ("Project Site") as
shown and described on the Project Site drawing [Exhibit 2(a -d), Appendix A]. The
Project is proposed by Carbondale Investments, LLC ("CI").
B. PROJECT DESCRIPTION
The Project is a proposal to create a walkable clustered -form of residential development
with neighborhood amenities including naturalized open space and enhanced wildlife
habitat, community recreation, parks, and neighborhood agriculture that is designed to
serve the residents and preserve and provide reference to the rural character and
agricultural roots of the Roaring Fork Valley. The Project aims to have a strong historic
identity back to the days of 'old Colorado' when compact neighborhoods formed with a
strong sense of community based on the land and surrounding landscape. The REC
landscape aesthetic will be simple, informal, and place emphasis in the use of plant and
landscape materials local, adaptable and appropriate to the climate and environment of
the area. The Project will include approximately 366 residential units of various sizes
and types including 55 affordable homes and one exclusive executive lot for a custom
home. Housing types will range from attached homes to small single family attached
and detached garden homes, village homes, and larger estate homes. Smaller garden
homes are anticipated to be designed for younger residents that are looking for their
first home in the County, while village homes and estate homes will provide move up
opportunities for growing families. Densities in the Project are proposed at less than 21/2
units per acre. Lot sizes will vary from over 1 acre to approximately 5,000 square feet for
single family homes, and 1,700-5000 square feet of lot area for each garden home. Most
of the units back to either proposed active parks or reclaimed open space to help
enhance the connection to the land. The REC layout and design is depicted in the PUD
Plan, PUD01-03 Series and the Preliminary Plan PRPN01-03 Series of the Drawing
Package.
The architectural theme will be complementary to the traditional architecture of the
valley. Generally, exterior materials will include wood, stone, brick, stucco and cement
board siding. Varied roof heights and articulation of the front elevations will be used to
break up the massing and provide street -level appeal. Front porches and covered stoops
are included on homes to emphasize the entry and connection to the sidewalk and
street. Roofing will include dimensional shingles, metal, or other materials appropriate
to the building style and that roofs will generally be pitched. Gables, wall plane and
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
roofline articulation, bays, balconies, porches, canopies and arcades will be used in the
design of various buildings. The selection of materials will minimize the exterior
maintenance of the homes to help maintain a quality appearance for the long term.
The street pattern and pedestrian network are designed to facilitate community
interaction. Streets have detached sidewalks with designated cross walks at major
intersections and landscaped areas that create a comfortable environment for walking.
On -street parking in most areas will further buffer vehicular and pedestrian uses.
Internal circulation is maximized and dead streets are limited. Alleys are used
where appropriate to enhance the streetscape and achieve a mix of housing styles. A
soft trail system is used to connect open spaces and other common elements with the
sidewalk network. The homes are placed close to the streets to help define the
streetscape space and provide visual interest to pedestrians. Street trees and plantings
are proposed to enhance the aesthetics of the street.
The community is served with a variety of recreational facilities and a neighborhood
center that could include meeting room(s), fitness room, offices, kitchen, restrooms,
recreational facilities, and limited community service use such as a day care facility,
deli/coffee shop, or health club. Parks will provide informal recreational opportunities
within the community and will likely include tot lots, playfields, and trail system. The
west portion of the property is generally set aside as the naturalized area that buffers
the RFC Conservation Easement along the Roaring Fork River. The soft trails around the
property allow residents to enjoy the river and wetland areas without disrupting the
environment in conformance with the terms of the RFC Conservation Easement. More
than the minimum open space requirements will be met by the project. Nearly 50% of
the Project Site is in some form of open space, common area or park. Finally,
opportunities for productive and edible landscapes, including community gardens and
neighborhood orchards are integrated and dispersed in between the residential land
uses as gathering and focal places for residents connecting REC to its agricultural
heritage.
The combination of trails, recreation areas, and open space system with the ability to
engage in 'interactive community agriculture' on a small scale will make REC a very
desirable place to live, filling a unique niche not yet met in Garfield County. This unique
combination will help establish a sense of place, foster community, and engage
residents with their immediate environment. It is intended this overall outdoor focus
will set the tone and become a major driver of the identity of REC.
III. STANDARDS
The following standards have been utilized in analyzing and designing the proposed
sewage collection system. The exact standards which will be applicable and utilized will
depend on the needs of the selected owner and operator. At a minimum, all system
design shall conform to CDPHE Design Standards.
• Site Location and Design Approval Regulations for Domestic Wastewater
Treatment Works 5 -CCR 1002-22, CDPHE Water Quality Control
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
Commission ("WQCC") dated September 30, 2009 ("CDPHE Site Location
and Design Approval Regulation")
• Roaring Fork Water and Sanitation District Rules and Regulations, dated
2007 ("RFWSD Rules")
IV. WASTEWATER FLOWS
Wastewater flow estimates are the basis for determining wastewater infrastructure
requirements, including collection system and wastewater treatment capacity. The
Project provides service to 366 residential units, neighborhood center and
development -specific maintenance facilities. Table III.0-1 presents a summary of
wastewater flows, as measured in gallons per day (gpd), for the project using both
CDPHE and RFWSD criteria. As shown, RFWSD criteria are more conservative and
therefore served as the basis for collection system design further described below.
Table 111.0-1 Project Flows (gpd)
Average Daily Flows (ADQ) in the sanitary sewer system was calculated for the Project
using both REC and RFWSD criteria as shown above:
Eq. 1) ADQ (REC) = (375 EQRs x 189 gpd/EQR) x 10% for 1/I = 77,963 gpd
Eq. la) ADQ (RFWSD) = 375 EQRs x 350 gpd/EQR = 131,250 gpd
Similarly, Peak Monthly Flows (PMQ) and the Instantaneous Peak Flows (PKQ) in the
sanitary sewer system can be calculated for the Project using both REC and RFWSD
criteria as shown above:
6
REC "Self -Sufficient"
Wastewater Treatment
Alternative
RFWSD Wastewater
Treatment Alternative
Residential Units (EQRs)
366
366
Persons per EQR
2.70
3.50
Population
988
1,281
Residential Flow (gpd/EQR)
189
350
Residential Use (gpcd)
70
100
Total Residential ADQ (gpd)
69,174
128,100
Non -Residential Area (sq. ft.)
30,000
30,000
Non -Residential Use (EQRs/1,000 sq. ft.)
9
9
Non -Residential Flow (gpd/EQR)
189
350
Total Non -Residential ADQ (gpd)
1,701
3,150
ADQ including I/I (gpd)
77,963
131,250
Peak Month Factor
1.5
1.5
PMQ (gpd)
116,944
196,875
Instantaneous Peak Factor
4.0
4.0
PKQ (gpd)
311,850
525,000
Average Daily Flows (ADQ) in the sanitary sewer system was calculated for the Project
using both REC and RFWSD criteria as shown above:
Eq. 1) ADQ (REC) = (375 EQRs x 189 gpd/EQR) x 10% for 1/I = 77,963 gpd
Eq. la) ADQ (RFWSD) = 375 EQRs x 350 gpd/EQR = 131,250 gpd
Similarly, Peak Monthly Flows (PMQ) and the Instantaneous Peak Flows (PKQ) in the
sanitary sewer system can be calculated for the Project using both REC and RFWSD
criteria as shown above:
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
Eq. 2) PMQ (REC) = ADQ x 1.5 = 116,944 gpd
Eq. 2a) PMQ (RFWSD) = ADQ x 1.5 = 196,875 gpd
Eq. 3) PKQ (REC) = ADQ x 4.0 = 311,850 gpd
Eq. 3a) PKQ = ADQ x 4.0 = 525,000 gpd
These estimates represent the likely average and maximum wastewater flows from the
Project under the two treatment alternatives. Typically, primary delivery systems (i.e. lift
stations) are sized for the PKQ and treatment systems are sized for the PMQ.
V. SYSTEM DESIGN
A. GENERAL OVERVIEW
A gravity sewage collection scheme has been proposed for the Project and surrounding
area. The scheme will consist of approximately 4,058 feet of gravity sewer main, 12,437
feet of gravity sewer lines, 663 feet of pressurized sewer line, and 109 precast concrete
manholes. The scheme has been developed as a predominantly gravity system with the
intent of having very few pumping units. This is a very traditional form of sewerage
system. In limited circumstances, when gravity collection and conveyance is not
practical, a low pressure collection system will be used to feed wastewater to the
gravity sewer. Sewer mains were located outside of the street when possible, but a
majority of the overall system is located beneath paved streets.
The scheme consists of several catchments as shown in Appendix B on Figure 1 that feed
the sewer trunk line. The catchments consist of approximately 370 connections to
service 375 EQRs within the Project Site inclusive of the neighborhood center, possible
treatment plants and necessary maintenance facilities. An allowance has been made for
the development of land to the north and east of this Project to provide for future
development through the sizing of the collection pipe network and phasing/staging of
the pump station or treatment plant, depending on the treatment alternative selected.
Under either treatment alternative, stub -outs from the collection system will be
provided at the north and east ends of the Project Site to allow for future service
extensions to adjacent properties within the area.
Under the RFWSD treatment alternative, a pump station will be located on Tract AO at
the corner of the proposed Riverside Loop Drive and Rookery Street. The pump station
is expected to have a peak inflow of approximately 365 gallons/minute. The trunk line
connecting the pump station to the WWTP is a pressure line and will need to be catered
for in the design. In addition, an assessment of the operational conditions will be made
during the detailed design process to determine the exact configuration of the pump
station and level of flow equalization that may be necessary to coordinate with the
operational capacities of the RFWSD WWTP. Based on current preliminary calculations,
an equalization tank of approximately 40,000 gallons may be required (See Appendix D).
Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
The collection system has been preliminarily planned and designed to allow sewage to
be treated either onsite by a non-RFWSD operated WWTP (i.e., owned and operated by
the REC POA) or transferred to a WWTP owned and operated by the RFWSD. As
presented in the Sanitary Sewage Disposal Plan, either alternative is capable of
technically processing the collected sewage and treating it to discharge standards
established by CDPHE for release to the Roaring Fork River.
B. DESIGN CRITERIA
The following collection system design criteria have been adopted for the Project:
• Gravity Pipe Sizing: 8 inch minimum diameter
• Gravity Flow Velocities: 2.5-15 fps (2 fps minimum)
• Pump Station Storage: Emergency storage at 20% ADF minimum above
the high level alarm
• Alarms: All pump stations will be equipped with remote monitoring and
alarm capability
• Pump Out: All pump stations will have an emergency pump out hydrant
to enable connection of a diesel trailer pump in the event of power
outage or pump failure.
• Pump Station and Pressure Line Design Standards: Chapter3, Design
Criteria Considered in the Review of Wastewater Treatment Facilities,
CDPHE, WQCC, April 2007
• Gravity Pipe, Manhole and Low Pressure System Standards: RFWSD
Rules and Regulations
C. SYSTEM DESIGN AND CALCULATIONS
The sewage collection system design is depicted on Sewage Collection and Water Supply
and Distribution Plan, Series SW01-03 of the Drawing Package. The design is supported
by the following design information and calculations.
1. SEWAGE COLLECTION SYSTEM SIZING
All design, material and construction aspects of the sewage collection piping
including manholes shall be in accordance with the RFWSD Rules and
Regulations, except as specifically provided herein. Preliminary model output
for the gravity sewer design are supplied in Appendix B. The following
summarizes the design approach.
a) Trunk Mains
In order to determine the proper trunk sewer size, the estimated peak flow
from each subbasin was first determined. The equation is as follows:
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
Eq. 4) PKQ = ADQ x 4.0
Unlike many design formulas, the RFWSD peak flow equation does not have
a built-in dampening factor that decreases the total flow in the trunk sewer
with an increase in cumulative subbasin area. This dampening of peak flow
with increasing tributary area correlates with several studies and should be
considered in the final design to limit the overdesign.
b) Manning's Equation
The Manning's Equation is the most commonly used resistance formula for
the analysis of open channel and gravity flow pipe systems. The equation
modified to English Units is shown below.
Eq 5) V = (1.49/n)112/3S1/2
Where:
V = Average velocity (ft/sec), R = Hydraulic radius (ft), S = Slope of
the Energy Grade Line (ft/ft), 'n' = Roughness coefficient
The roughness coefficient varies depending on the type of material. For
example, glass would have an 'n' value of 0.010 while earth channels would
have an 'n' value of 0.020. There has been much debate about the
appropriate 'n' value used for different piping materials in sanitary sewer
systems. To complicate the debate, the slime layer that thrives on the
wetted portions of the sanitary piping also contributes to and affects the
actual value of 'n'.
Due to the unknowns at this time, such as the actual type of the pipe
installed, the number of joints in the piping system, and the affect that the
slime layer will have on the 'n' value, a value of 0.009 has been adopted for
the preliminary design. An 'n' value of 0.009 represents the used 'n' value
used for the evaluation and design of PVC pipe.
c) Pipe Size
For the preliminary modeling effort, the trunk mains were sized for pipe
diameters of 10 inches and all remaining pipes were sized for pipe
diameters of 8 inches. At final design, the pipe diameters of these collection
pipes may be further reduced to a minimum of 6 inches for small subbasins.
d) Pipeline Velocity
For this modeling, the minimum design velocity in the trunk sewer is set at 2
ft/sec during peak flow conditions. The maximum design velocity in the
trunk sewer system was limited to 10 ft/sec during full flow conditions.
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
e) Depth of Flow (d/D)
The depth of flow in (d/D) in the pipe was another consideration included in
the hydraulic evaluation. It was desired to maximize the depth of flow in
each pipe segment without surcharging the pipe. The preliminary modeling
limited the d/D under peak flows to 0.75 (75% full).
f) Structures
Including the effect that manholes and other structures have on the
dynamic modeling of the system is also an important consideration. It is
recommended that the actual location of the junction structures and
manholes be finalized during final design. Additionally, it is recommended
that the size and location of stub outs for phased and future adjoining
property connections on the trunk sewer be located at a manhole to allow
connection from future developments, eliminating the need to make field
connections, which may compromise the trunk sewer.
g) Hydraulic Modeling
(1) Methodology
In order to accurately model the sewer system it was necessary that
the computer model be able to account for the time wastewater
takes to flow from one manhole or structure to the next. For this to
be accomplished, the model calculated the flow velocity based on
the contributed flows at each input point to determine the time for
this flow to reach the next input flow point. Inflows are added at
each input point and the total flow is then used to calculate the
travel time to the next downstream manhole or structure. The
model then determines the water surface elevation at each
manhole or junction structure so that the depth of flow and velocity
can be determined.
(2) InRoads Storm and Sanitary
In Roads Storm and Sanitary, marketed by Bentley, is one of the
most advanced design, analysis, and planning tools, capable of
analyzing both gravity flow and pressurized force main hydraulics.
InRoads Storm and Sanitary was used to determine the physical
constraints and characteristics, such as pipe size and structure
locations. This was accomplished using minimum and maximum
criteria such as depth of cover, velocity, and pipe slope. The basic
information used to preliminarily size the sewers using InRoads
Storm and Sanitary included:
• Minimum and maximum allowed pipeline velocities;
• Manning's 'n';
• Flow input data for each subbasin; and
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
• Physical sewer manholes (nodes) location (located
using coordinates).
(3) Subbasin Flows
The flow from each subbasin was determined using the subbasin
areas established and PKQ calculated using the RFWSD criteria. The
inflow to the trunk sewer was determined using the total tributary
area to the trunk sewer at each junction structure location. The
formula is utilized in such manners that as additional subbasin flows
enter the trunk sewer, the area of the subbasins contributing to the
flows are combined. Therefore, once the subbasin areas are
combined the flows are recalculated and the appropriate pipe size
selected.
As previously discussed, the flows from each subbasin will be
introduced into the trunk sewer through various junction structures
strategically located along the sewer alignment. There is at least
one junction structure associated with each subbasin to collect flow
from the subbasin tributaries and release them into the trunk at a
single entry point.
(4) Trunk Sewer Modeling
A preliminary hydraulic model was prepared to evaluate general
sewer line performance. As previously stated the primary purpose
of this preliminary modeling was to define the size of the sewer line
that will eventually be installed. See Appendix B for additional
information and details relating to the preliminary modeling.
2. PUMP STATION FOR RFWSD TREATMENT ALTERNATIVE
A preliminary analysis and design of the wastewater pump station that would
transfer collected sewage to the RFWSD's WWTP has been completed as part of
the preliminary design of the sewage collection system. Appendix C provides the
pump station preliminary computations.
The basis following represents the basis of design for the pump station.
a) Average and Peak Flow Calculations for Design Conditions
The average and peak flow computations are provided in Appendix C. The
anticipated average flow is approximately 90 gpm while the peak flow is
approximately 365 gpm.
b) Wet Well Configuration and Size
The wet well has been designed as being 6 to 10 feet in diameter. Multiple
wet wells will be required should areas to the north and east be developed.
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
c) Number, Type, Capacity, Motor Horsepower and Net Positive Suction
Head (NPSH)
Preliminary design calculations indicate that the pump should be designed
to 365 gpm. Motors shall be protected from over -current, over -temperature
and voltage imbalance. See Appendix C for additional detail.
d) System Head Curve and Head Computations
The system head computations are provided in Appendix C. System head
calculations include the size and length of force main static head and
anticipated dynamic losses.
e) Primary and Back-up Power Sources
Primary three phase power will be provided by Holy Cross. Backup power
will be provided by an emergency diesel generator.
D. VARIATIONS FROM DESIGN STANDARDS
The preliminary sewage collection design indicates that no substantive variations from
either RFWSD or CDPHE design standards are anticipated. Should variations be
necessary during the final design process, each variation is explained in detail and
justification provided.
VI. COST ESTIMATE AND METHOD OF FINANCING
A cost analysis and estimate will be provided for the infrastructure improvements under
separate cover in conformance with Section 6-301C.8.r.(3) of the ULUR at the time of
and in association with each Subdivision Application for Final Plat. The cost estimate
shall include estimates for those facilities identified in the Development Agreement as
necessary to support the development of the lots being proposed for creation within
the boundaries of the Final Plat being submitted for review. Based on the preliminary
design submitted for review in association with the current Rezoning and Preliminary
Plan and supported by this Report, preliminary costs have been developed and reviewed
by 8140 Partners, LLC. These costs have been determined to be reasonable and support
the feasibility of constructing a cost effective sewage collection system for the Project.
Preliminary cost estimates are viewed by CI as proprietary information.
CI is responsible for financing and constructing all collection facilities identified as part
of the sewage collection system. CI will finance the collection facilities using traditional
financing mechanisms.
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Sewage Collection Design Report
River Edge Colorado, Garfield County, Colorado
APPENDIX A: VICINITY MAP AND PROJECT SITE
App. A-1
BITS\MISC REPOPT FIGURES \PUD-VICMAP.DWG
ELHN m
> o a
o �
`w=
3 Q
0G-
0 0 0 0
N
5 000 0 5.000 10 000
SCALE IN FEET
Owner/Developer:
RiVentige
COLORADO
Carbondale Investments, LLC
7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
Title:
VICINITY MAP
Prepared by:
8140 Partners, LLC
Date:
12/01/10
Exhibit:
App. A-2
BITS\MISC REPORT FIGURES \PUD -L
02 PRELIM PLAT\ENGINEERING & DESIGN\CAC
LEGAL DESCRIPTION - PARCEL A (NORTH PARCEL) - RIVERS EDGE PUD
A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN
THE WEST HALF OF SECTION 7, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN,
COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING GARFIELD COUNTY SURVEYOR'S 2 1/2" BRASS, FOUND IN PLACE, AND CORRECTLY MARKED AS THE
SOUTHEAST CORNER OF SAID SECTION 7, THENCE S 452515" E A DISTANCE OF 5479.54 FEET TO THE TRUE
POINT OF BEGINNING;
THENCE, 5 89'4370" E A DISTANCE OF 1005.44 FEET TO A POINT ON THE WESTERLY LINE OF THE ROARING
FORK TRANSIT AUTHORITY TRANSPORTATION CORRIDOR EASEMENT;
THENCE, ALONG THE WESTERLY LINE OF SAD EASEMENT S 103052" E A DISTANCE OF 2644.53 FEET,
THENCE, 494.34 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2815.00 FEET, A
CENTRAL ANGLE OF 100042 AND SUBTENDING A CHORD BEARING OF S 14'3701" E A DISTANCE OF 493.70
FEET;
THENCE, S 090509" E A DISTANCE OF 120.78 FEET;
THENCE, DEPARTING THE WESTERLY LINE OF SAID EASEMENT N 6576'14" W A DISTANCE OF 6045 FEET;
THENCE, N 49'54'1D" W A DISTANCE OF 64.72 FEET;
THENCE, N 49'54'10" W A DISTANCE OF 86.97 FEET;
THENCE, N 48'11'10" W A DISTANCE OF 54.30 FEET;
THENCE, N 56'4127" W A DISTANCE OF 123.97 FEET,
THENCE, N 804724" W A DISTANCE OF 93.00 FEET;
THENCE, N 2035'31" W A DISTANCE OF 119.58 FEET;
THENCE, N 7870'43" W A DISTANCE OF 3384 FEET;
THENCE, S 7541'48" W A DISTANCE OF 37.80 FEET,
THENCE, S 2297'52" W A DISTANCE OF 56.05 FEET;
THENCE, S 590757" W A DISTANCE OF 45.48 FEET;
THENCE, N 8732'35" W A DISTANCE OF 28.23 FEET;
THENCE, N 580793" W A DISTANCE OF 95.71 FEET,
THENCE, N 71'2044" W A DISTANCE OF 85.73 FEET,
THENCE, N 364510" W A DISTANCE OF 93.22 FEET;
THENCE, N 2539'22" W A DISTANCE OF 181.92 FEET;
THENCE, N 65'10'24" W A DISTANCE OF 98.43 FEET;
THENCE, 5 8502'33" W A DISTANCE OF 52.20 FEET;
THENCE, S 56'3552" W A DISTANCE OF 39.34 FEET;
THENCE, S 2749'33" W A DISTANCE OF 42.96 FEET;
THENCE, S 3727'43" E A DISTANCE OF 21.60 FEET;
THENCE, N 77'02'57" W A DISTANCE OF 89.66 FEET;
THENCE S 7724'18" W A DISTANCE OF 70.95 FEET;
THENCE, N 855539" W A DISTANCE OF 55.55 FEET;
THENCE, 5 84'28'58" W A DISTANCE OF 49.93 FEET;
THENCE, N 14'22'48" E A DISTANCE OF 68.20 FEET;
THENCE, N 0511'46" W A DISTANCE OF 77.59 FEET,
THENCE, N 152005" E A DISTANCE OF 10,82 FEET;
THENCE, N 2273'40" E A DISTANCE OF 44.14 FEET;
THENCE N 1034'58" E A DISTANCE OF 35.11 FEET;
THENCE, N 055991" E A DISTANCE OF 47.16 FEET;
THENCE, N 03'48'08" E A DISTANCE OF 36.48 FEET;
THENCE, N 04'4552" E A DISTANCE OF 71 03 FEET;
THENCE, N 0707'51" E A DISTANCE OF 5466 FEET;
THENCE, N 2528'14" W A DISTANCE OF 63.68 FEET;
THENCE, N 370544" W A DISTANCE OF 61.05 FEET;
THENCE, N 26'1129" W A DISTANCE OF 5552 FEET;
THENCE, N 38'14'36" W A DISTANCE OF 44.36 FEET;
THENCE, N 5011'32" W A DISTANCE OF 37.73 FEET;
THENCE, N 59'54'48" W A DISTANCE OF 54.16 FEET;
THENCE, N 0751'30" W A DISTANCE OF 36.97 FEET;
THENCE, N 57'33'47" W A DISTANCE OF 65.70 FEET;
THENCE, N 81'56'22" W A DISTANCE OF 8502 FEET;
THENCE, N 04'11'29" W A DISTANCE OF 158,65 FEET;
THENCE, N 355741" W A DISTANCE OF 41.30 FEET;
THENCE, N 5146'03" W A DISTANCE OF 24.70 FEET;
THENCE, N 255745" W A DISTANCE OF 20999 FEET;
THENCE, N 11'58'37" W A DISTANCE OF 3382 FEET;
THENCE, N 41'0546" E A DISTANCE OF 78.19 FEET;
THENCE, N 0629'01" W A DISTANCE OF 117.20 FEET;
THENCE, N 20'05'27" W A DISTANCE OF 94.24 FEET;
THENCE, N 113293" W A DISTANCE OF 63.83 FEET;
THENCE, N 0757'46" W A DISTANCE OF 141.45 FEET;
THENCE, N 0056'14" E A DISTANCE OF 5976 FEET;
THENCE, N 1017'44" W A DISTANCE OF 91.04 FEET;
THENCE, N 4741'59" W A DISTANCE OF 134.55 FEET;
THENCE, N 102749" W A DISTANCE OF 74.18 FEET;
THENCE, N 1903'06" W A DISTANCE OF 43.27 FEET;
THENCE, N 210701" W A DISTANCE OF 72.23 FEET;
THENCE, N 001530" E A DISTANCE OF 217.77 FEET;
THENCE, N 0016'30" E A 015TANC19 OF 312.94 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF
73.003 ACRES, MORE OR LESS.
THE NAME AND ADDRESS OF THE PERSON WHO CREATED THIS LEGAL DESCRIPTION IS:
JEFFREY ALLEN TUTTLE, P.LS. 33638
727 BLAKE AVENUE
GLENWOOD SPRINGS, COLORADO 81601
LEGAL DESCRIPTION - PARCEL C (SOUTHEAST PARCEL) - RIVERS EDGE PUD
A TRACT OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 SOUTH, RANCE 88
WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY UNE OF COLORADO STATE HIGHWAY 82, WHENCE A
2 1/2" BRASS CAP, FOUND IN PLACE AND PROPERLY MARKED AS THE SOUTHEAST CORNER OF SAID HERON
7, BEARS S 7901'43" E A DISTANCE OF 2054.18 FEET;
THENCE, ALONG SAID WESTERLY RIGHT OF WAY LINE N 053510" W A DISTANCE OF 188.14
THENCE, 282.60 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2915.00 FEET, A
CENTRAL ANGLE OF 5'33'17" AND SUBTENDING A CHORD BEARING OF N 12'2749" W A DISTANCE OF 28249
FEET;
THENCE, DEPARTING SAID RIGHT OF WAY UNE S 90'0000" E A DISTANCE OF 49.74 FEET;
THENCE, S 0501'00" E A DISTANCE OF 202.70 FEET;
THENCE, S 073498" E A DISTANCE OF 260.70 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF
0.234 ACRES, MORE OR LESS.
THE NAME AND ADDRESS OF THE PERSON WHO CREATED THIS LEGAL DESCRIPTION 15:
JEFFREY ALLEN TUTTLE, P.L.S, 33638
727 BLAKE AVENUE
GLENWOOD SPRINGS, COLORADO 81601
Owner/Developer:
RiVerEdge
COLORADO
Carbondale Investments, LLC
7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
LEGAL DESCRIPTION - PARCEL 8 (SOUTH PARCEL) - RIVERS EDGE PUD
A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN
THE WEST HALF OF SECTION 7 AND IN THE NORTH HALF OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88
WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY 82, WHENCE A
2 1/2" BRASS CAP, FOUND IN PEACE AND CORRECTLY MARKED A5 THE SOUTHEAST CORNER OF SAID SECTION
7, BEARS S 78'49'20" E A DISTANCE OF 2150.14 FEU;
THENCE, ALONG SAID RIGHT OF WAY LINE S 09'35'09 E A DISTANCE OF 401.79 FEET;
THENCE, S 003509 E A DISTANCE OF 1545.87 FEET;
THENCE, 626.05 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1482.50 FEET, A
CENTRAL ANGLE OF 24'11'44" AND SUBTENDING A CHORD BEARING OF 5 21'41'02" E A DISTANCE OF 621,41
FEET;
THENCE, 5 374674 E A DISTANCE OF 387.28 FEET;
THENCE, 294.32 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 281500 FEET, A
CENTRAL ANGLE OF 559'26" AND SUBTENDING A CHORD BEARING OF 5 384711 E A DISTANCE OF 294.19
FEET;
THENCE, DEPARTING SAID RIGHT OF WAY LINE N 805516 W A DISTANCE OF 218.07 FEET;
THENCE, N 40'2030 W A DISTANCE OF 6938 FEET;
THENCE, S 87'28'29 W A DISTANCE OF 36.35 FEET;
THENCE, S 83'52'12 W A DISTANCE OF 10.80 FEET;
THENCE, N 58'27'19 W A DISTANCE OF 41.45 FEET;
THENCE, N 29'51'31 W A DISTANCE OF 8.20 FEET;
THENCE, N 211524 W A DISTANCE OF 25.22 FEET;
THENCE, N 69'00'53 W A DISTANCE OF 987 FEET;
THENCE, S 87'3744 W A DISTANCE OF 22.60 FEET;
THENCE, N 57'25'01 W A DISTANCE OF 17,28 FEET;
THENCE, N 5009'49 W A DISTANCE OF 26.07 FEET;
THENCE, N 46'21'12 W A DISTANCE OF 9.99 FEET;
THENCE, N 44'28'05 W A DISTANCE OF 21.45 FEET;
THENCE, N 55'50'08 W A DISTANCE OF 4905 FEET;
THENCE, N 56'25'40 W A DISTANCE OF 4994 FEET,
THENCE, N 68'12'23 W A DISTANCE OF 36.45 FEET;
THENCE, N 46'5104 W A DISTANCE OF 55.18 FEET;
THENCE, N 68'49'21 W A DISTANCE OF 25.14 FEET;
THENCE, N 4741'50 W A DISTANCE OF 78.78 FEET;
THENCE, N 30'26'40 W A DISTANCE OF 24.58 FEET;
THENCE, N 254701 W A DISTANCE OF 30.08 FEET;
THENCE, N 18'11'39 W A DISTANCE OF 34.61 FEET;
THENCE, N 355021 W A DISTANCE OF 2932 FEET;
THENCE, N 21'59'14 W A DISTANCE OF 27.50 FEET;
THENCE, N 30'16'07 W A DISTANCE OF 22.97 FEET;
THENCE, N 2541'38 W A DISTANCE OF 169.44 FEET;
THENCE, N 41'1739 E A DISTANCE OF 82.61 FEET;
THENCE, N 380152 E A DISTANCE OF 1989 FEET;
THENCE, N 312614 W A DISTANCE OF 262.40 FEET;
THENCE, N 57'58'09 W A DISTANCE OF 102.47 FEET;
THENCE, N 574731 W A DISTANCE OF 105.38 FEET;
THENCE, N 55'58'11 W A DISTANCE OF 126.13 FEET;
THENCE, N 56'14'57 W A DISTANCE OF 118.42 FEET;
THENCE, N 49'16'04 W A DISTANCE OF 136.33 FEET;
THENCE, N 413051 W A DISTANCE OF 150.05 FEET;
THENCE, N 32'49'55 W A DISTANCE OF 102.14 FEET;
THENCE, N 37'44'19 W A DISTANCE OF 552.12 FEET;
THENCE, N 18'10'02 W A DISTANCE OF 47.26 FEET;
THENCE, N 2758'19 W A DISTANCE OF 109.20 FEET;
THENCE, N 3701'36 W A DISTANCE OF 71.09 FEET;
THENCE, N 4172'47 W A DISTANCE OF 152.23 FEET;
THENCE, N 4022'24 W A DISTANCE OF 33E82 FEET;
THENCE, N 64'2053 W A DISTANCE OF 34.06 FEET;
THENCE, N 470076 W A DISTANCE OF 52.42 FEET;
THENCE, N 44'53'41 W A DISTANCE OF 154,66 FEET;
THENCE, N 303748 W A DISTANCE OF 86.59 FEET;
THENCE, N 5701'32 W A DISTANCE OF 44.89 FEET;
THENCE, N 3033'12 W A DISTANCE OF 85.72 FEET;
THENCE, N 373002 W A DISTANCE OF 7909 FEET;
THENCE, N .373730 W A DISTANCE OF 63.32 FEET;
THENCE, N 2502'15 W A DISTANCE OF 33.98 FEET;
THENCE, N 39'52'25 W A DISTANCE OF 42.02 FEET;
THENCE, N 2536'04 W A DISTANCE OF 107,17 FEET;
THENCE, N 303108 W A DISTANCE OF 164.72 FEET;
THENCE, N 110001 W A DISTANCE OF 107,90 FEET;
THENCE, N 2156'06 E A DISTANCE OF 163.60 FEET;
THENCE, N 630033 E A DISTANCE OF 177.81 FEET;
THENCE, N 851143 E A DISTANCE OF 393.54 FEET;
THENCE, N 071526 W A DISTANCE OF 21.79 FEET;
THENCE, N 8551'11 E A DISTANCE OF 50.00 FEET;
THENCE, N 801506 E A DISTANCE OF 65.56 FEET;
THENCE, N 575094 E A DISTANCE OF 50.12 FEET;
THENCE, S 8151'15 E A DISTANCE OF 33,08 FEET,
THENCE, S 81'39'50 E A DISTANCE OF 8961 FEET;
THENCE, N 56'07'00 E A DISTANCE OF 26.86 FEET;
THENCE, N 073031 E A DISTANCE OF 2793 FEET;
THENCE, N 3741'57 W A DISTANCE OF 28.06 FEET;
THENCE, N 50'00'15 E A DISTANCE OF 22.23 FEET;
THENCE N 82'02'30 E A DISTANCE OF 36.49 FEET;
THENCE, S 63'34'38 E A DISTANCE OF 54.05 FEET;
THENCE, 5 455058 E A DISTANCE OF 20.95 FEET,
THENCE, S 114120 E A DISTANCE OF 29.18 FEET;
THENCE, 5 111717 W A DISTANCE OF 26.42 FEET;
THENCE, 5 115041 E A DISTANCE OF 30.14 FEET;
THENCE, 5 43'42'10 E A DISTANCE OF 69.77 FEET,
THENCE, S 31'3699 E A DISTANCE OF 56.76 FEET;
THENCE, 5 49'38'46 E A DISTANCE OF 4012 FEET,
THENCE, 5 45'3095 E A DISTANCE OF 40.88 FEET;
THENCE, 5 681608 E A DISTANCE OF 43.39 FEET,
THENCE, S 73'1024 E A DISTANCE OF 67.60 FEET;
THENCE, 5 570715 E A DISTANCE OF 1986 FEET,
THENCE, S 673730 E A DISTANCE OF 52.31 FEET;
THENCE, 5 83'28'21 E A DISTANCE OF 46.95 FEET,
THENCE, N 86'2027 E A DISTANCE OF 61.04 FEET;
THENCE, N 317979 E A DISTANCE OF 47.07 FEET;
THENCE, N 055808 E A DISTANCE OF 32.16 FEET;
THENCE, N 770897 E A DISTANCE OF 798 FEET;
THENCE, S 24'51'03 E A DISTANCE OF 72.35 FEET;
THENCE, 5 4152'47 E A DISTANCE OF 5071 FEET,
THENCE, 5 514121 E A DISTANCE OF 38.31 FEET;
THENCE, S 813039 E A DISTANCE OF 87,15 FEET,
THENCE S 5711'12 E A DISTANCE OF 77.06 FEET;
THENCE, S 4751'16 E A DISTANCE OF 88.65 FEET,
THENCE, 5 57'39'13 E A DISTANCE OF 65.60 FEET;
THENCE 5 49'55'38 E A DISTANCE OF 7496 FEET,
THENCE, 5 61'0152 E A DISTANCE OF 43.44 FEET;
THENCE, 5 71'4693 E A DISTANCE OF 55.45 FEET TO THE POINT OF BEGINNING, CONTAINING. AN AREA OF
85.924 AGRES, MORE OR LESS.
THE NAME AND ADORESSS OF THE PERSON WHO CREATED THIS LEGAL DESCRIPTION IS:
JEFFREY ALLEN TUTTLE, P.L.S. 33638
727 BLAKE AVENUE
GLENWOOD SPRINGS, COLORADO 81601
Title:
PROJECT SITE LOCATION AND DESCRIPTION
(1 OF 4)
Prepared by:
8140 Partners, LLC
Date:
12/01/10
Exhibit:
App. A-3
BITS\MISC REPORT FIGURES \PUD -L
02 PRELIM PLAT\ENGINEERING & DESIGN\CAC
Owner/Developer:
44
,`\ N
\ +\
,i
\ �-IA
\\ �7 \\ 200 0 200 400
\
\ ` \\
\ ' \\
\ ` \
PARCEL A
(NORTH PARCEL)
1`
ig
% X16 /25 �'/ 1130
J7
a7Jl v\ `r ffi�- �\\
.i P 44s
SCALE IN
it
II
II
FEET
IdVer-Edge
COLORADO
Carbondale Investments, LLC
7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
Gr
>s`
uz ur
[I4J�LIS^_�f �w I
1
PARCEL B
(SOUTH PARCEL)
' PARCEL C
;
(SOUTHEAST
7.
`�--.PARCEL)
"
I • LCAIT�E- CREEK
1 '
•
I I i
Title:
PROJECT SITE LOCATION AND DESCRIPTION
(2 OF 4)
Prepared by:
8140 Partners, LLC
Date:
12/01/10
Exhibit:
App. A-4
BITS\MISC REPORT FIGURES \PUD -L
02 PRELIM PLAT\ENGINEERING & DESIGN\CAC
D..5 I25
um -7"
L18�,-,
J
gl Vi
2 � PARCEL A
(NORTH PARCEL) `I '\L55
r:
''''‘‘ 7.-..z ,::**;;':77-\1:1`.'\''
/1-'",-7--..----t
I.�B\ ♦ II '' 1•
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1 11
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PARCEL B
(SOUTH PARCEL)
NNW
-- PARCEL 0
(SOUTHEAST
PARCEL)
ATr, . CREEK
-ak�, 1
`9a `\ 1
MATCHLINE V \� tis
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2
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200 0 200 400 \a.�s n
SCALE IN FEET 5,
\ \ � Yea \
Owner/Developer:
RftrEtige
COLORADO
Carbondale Investments, LLC
7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
Title:
PROJECT SITE LOCATION AND DESCRIPTION
(3 OF 4)
Prepared by:
8140 Partners, LLC
Date:
12/01/10
Exhibit:
App. A-5
CURVE TABLE
(PROPERTY BOUNDARY)
CURVE
RADIUS
LENGTH
CHORD
BEARING
DELTA
C1
281500
494.34
49370
N 14'37'1" W
1203'42"
C2
1482.50
626.05
621.41
5 21'41'2" E
24'11'44"
C3
2815.00
29432
294.19
N 30'47'11" W
5'59'26"
C4
2915.00
282.60
282.49
N 12'21'49" W
533'17"
Owner/Developer:
RiVerEdge
COLORADO
Carbondale Investments, LLC
7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
LINE TABLE
(PROPERTY BOUNDARY)
LINE
LENGTH
8
ARM
LINE
LENGTH
BEARING
Ll
1005.44
89'4330 E
L85
25.14
N 6849'21° W
L2
2644.53
1838'52" E
686
78.78
N 474150" W
L3
120.78
9 9'35'9" E
L87
24.58
N 30'26'40" W
L4
60.45
65'36'13" W
688
30.08
N 25'47'1" W
L5
6472
49'5410" W
L89
3461
N 1911'39" W
L6
86.97
49'54'10" W
L90
29.32
N 30'58'21" W
L7
5430
48'17'10" W
191
27.50
N 21'59'14" W
68
123.97
56'47'27" W
692
22.97
N 37107" W
L9
93.00
83'47'24" W
L93
169.44
N 2841'38" W
610
119.58
2035'31" W
L94
82.61
N 41'17'39" E
111
33.84
N 78'043 W
L95
15.89
N 38'34'52" E
612
3780
79'41'48" W
696
262.40
N 34'26'44" W
613
56.05
22'57'52" W
L97
102.47
N 5758'9" W
614
4548
5031'57" W
698
10538
N 53'43'31" W
L15
28.23
82'32'35" W
199
126.13
9 5858'11' W
616
9571
N 5073" W
6100
11842
N 501457" W
617
85.73
71'20'44" W
1101
136.33
N 4016'4" W
618
93.22
36'43'10" W
L102
150.05
N 44'30'51" W
L19
181.92
25'39'22" W
L103
102.14
N 32'4955" W
L20
98.43
65'10'24" W
L104
552.12
N 37'44'19" W
L21
52.20
S 85'233 W
L105
47.26
N 18'10'2" W
L22
39.34
56'3352" W
6106
109.20
N 27'58'19" W
L23
42.96
2749'33" W
L107
71.09
N 35'1'36" W
L24
21.60
3727'43" E
L108
152.23
N 41'32'47" W
L25
89.66
N 77'2'57" W
L109
339.82
N 4022'24" W
L26
70.95
70'2418 W
6110
34.06
N 64'20'53" W
L27
55.55
88'5939 W
Lilt
52.42
N 45'0'36" W
L28
4993
84'28'58" W
6112
154.66
N 44'53'41" W
L29
68.20
14'22'48" E
L113
86.59
N 32'35'48" W
630
7759
N 5'11'48" W
L174
4489
N 57152" W
131
10.82
N 18'205" E
L115
85.72
N 3033'12" Ni
L32
44.14
N 22'53'40 E
L116
79.09
N 3739'2" W
L33
35.11
N 10'34'58" E
6117
63.32
9 37'32'30" W
L34
47.16
N 8'59'51" E
6718
33.98
N 222'15° W
L35
36.48
N 314.08" E
L119
42.02
N 3952'25" W
L36
71.03
9 4'40'52" E
L120
107.17
N 25'36'4" W
L37
54.66
N 737'51" E
L121
16472
N 3234'8" W
L38
63.68
2828'14" W
L122
107.90
N 11'39'1" W
L39
61.05
N 32'244" W
1123
16380
N 24'56'6' E
L40
55.52
26'17'29" W
L124
177.81
N 63'39'33" E
641
44.36
38'14'36" W
L125
393.54
N 83'14'43" E
L42
37.73
5301'32 W
L126
21.79
N 7'15'26" W
L43
54.16
59'54'48" W
L127
50.00
N 80'51'11" E
L44
36.97
8751'35" W
6128
65.56
N 8015'6" E
L45
65.70
5733'47" W
L129
50.12
N 57'50'4" E
L46
85.02
81'56'22" W
L130
33.08
5 84'51'15" E
L47
158.65
N 4'11'29" W
L131
89.61
S 81'39'50" E
L48
41.30
35'5041 W
1132
26.86
N 5977" E
L49
2470
N 54'46'3" W
L133
27.93
N 7'38'31" E
650
209.99
28'51'45" W
6134
28.06
N 37'41'57" W
L51
33.82
11'58'37" W
0135
22.23
N 50'0'15" E
L52
78.19
N 41'3'46" E
L136
36.49
N 82'2'30" E
L53
117.20
N 629'1" W
6137
54.05
S 653438" E
L54
94.24
N 205'27" W
L738
20.95
5 45'59'58° E
L55
63.83
N 1132'3" W
6139
29.18
S 1444'20" E
L56
141.45
9 757'45" W
L140
26.42
9 71'11'17" W
L57
50.76
N 556714" E
1141
30.14
S 14'58'41" E
L58
91.04
N 19'17'44 W
L142
69.77
5 43'42'10° E
L59
134.55
N 44'41'59" W
6143
5676
5 31'36'59" E
660
74.18
N 19'23'49" W
L144
40.12
5 49'38'46° E
L61
43.27
N 1033'6" W
L145
40.88
5 45'30'55" E
662
72.23
N 21'30'1" W
L146
43.39
5 621038" E
L63
21777
N 016'30" E
6747
67.60
S 73'16'24' E
L64
312.94
N 0'16'30 E
LI48
15.86
5 53'5'15" E
L65
401.79
S 9'35'9" E
L149
5231
S 63'37'30" E
L66
1545.87
9 9'35'9" E
LI 50
46.95
5 83'28'21" E
667
387.28
33'46'54" E
L151
61.04
N 8620'27" E
L68
218.07
89'53'16" W
L752
47.07
N 31'59'9" E
L69
6938
40'23'30" W
6153
32.16
N 658'38" E
170
36.35
8728'29" W
L154
798
N 72'8'7" E
L77
10.80
83"52'12" W
6155
72.35
S 24'51'3" E
L72
41.45
58'27'19" W
6156
50.71
5 41'52'47" E
L73
8.28
2051'31" W
6157
38.31
S 54'44'21" E
L74
25.22
24'1624 W
0158
87.15
5 03'39'39" E
L75
9.87
N 69'053" W
L159
7796
5 5711'12" E
L76
22.60
8731'44" W
6760
88.65
5 41'51'16" E
L77
17.28
N 57'25'1" W
1161
6560
5 5739'13" E
L78
26.07
N 50'9'49" W
6162
7496
5 49'55'38" E
L79
999
N 4821'12" W
L163
4344
S 61'4'52" E
L80
21.45
N 44'285 W
6764
5545
5 71'46'2" E
681
49.05
N 5550'8" W
L165
188.14
N 035'10" 8
L82
4994
N 56'25'40" W
L766
49.74
E
LB3
36.45
N 68'12'23" W
0167
202.70
5 6'1'0" E
L84
55.18
N 46'54'4" W
6168
260.70
5 4'34'58" E
Title:
PROJECT SITE LOCATION AND DESCRIPTION
(4 OF 4)
Prepared by:
8140 Partners, LLC
Date:
12/01/10
Exhibit:
App. A-6
APPENDIX B: PRELIMINARY MODELING OUTPUT
App. B-1
tria
0
N
oLLJ
SS—Z—N3
0 EORs
SANITARY SEWER
PIPE SYSTEM (TYR.)
/_-
SS -2-319
SS -Z -N17
5 E053
SANITARY SEWER
FLOW ZONE (TYP.)
•
1
1L
200 0
200 400
SCALE IN FEET
/
/
/ /.
/
/
Owner/Developer:
i i W� e
COLORADO
Carbondale Investments, LLC
7999 HWY 82 Phone No:
Carbondale, CO 81623 970.456.5325
Title:
Sanitary Sewer Catchments Schematic
Prepared by:
8140 Partners, LLC
Date:
01/14/2011
Figure:
1
App. B-2
SS - Output-ALL-Phl.txt
Design Log
InRoads Storm & Sanitary Design Log
Drainage File: P:\Carbondale Investments\06.00 Design Tasks\06.02 - Task 02 Prelim
Plat\Engineering & Design\Calculations\InRoads\SDB\REC-SAN.sdb
Design File: P:\CARBONDALE INVESTMENTS\06.00 DESIGN TASKS\06.02 - TASK 02 PRELIM
PLAT\ENGINEERING & DESIGN\CALCULATIONS\WORKING\JLA\SS WORKING.DWG
Display Log: P:\CARBONDALE INVESTMENTS\06.00 DESIGN TASKS\06.02 - TASK 02 PRELIM
PLAT\ENGINEERING & DESIGN\CALCULATIONS\WORKING\JLA\design.log
Date: Friday, November 05, 2010 4:19:02 PM
Designing manhole SS -MH -N47
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N46
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0222 cfs Flow From:
Fixed
4.0000 ft
0.0222 cfs
Fixed
8.0000
0.0440
0.0600
2.1812
2.2297
Designing manhole SS -MH -N46
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N45
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.0355 cfs
Fixed
4.0000 ft
0.0355 cfs
Fixed
8.0000 in
0.0590 ft
0.0800 ft
2.2829 ft/s
2.0102
Designing manhole SS -MH -N45
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Flow Regime: SuperCritical
Page 1
App. B-3
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N44
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0533 cfs
Fixed
4.0000 ft
0.0533 cfs
Fixed
8.0000 in
0.0790 ft
0.1000 ft
2.2458 ft/s
1.7029
Designing manhole SS -MH -N50
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N49
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0178 cfs
Fixed
4.0000 ft
0.0178 cfs
Fixed
8.0000 in
0.0400 ft
0.0500 ft
2.0027 ft/s
2.1485
Designing manhole SS -MH -N49
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N48
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0178 cfs
Fixed
4.0000 ft
0.0178 cfs
Fixed
8.0000 in
0.0410 ft
0.0500 ft
1.9325 ft/s
2.0474
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 2
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0180 ft/ft
8.0000 in
Partial
2.3418 cfs
Supercritical
App. B-4
Designing manhole SS -MH -N48
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N47
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0178 cfs
Fixed
4.0000 ft
0.0178 cfs
Fixed
8.0000
0.0410
0.0500
1.9325
2.0474
Designing manhole SS -MH -N44
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N43
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.0710 cfs
Fixed
4.0000 ft
0.0710 cfs
Fixed
8.0000 in
0.1020 ft
0.1200 ft
2.0732 ft/s
1.3776
Designing manhole SS -MH -N43
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N42
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0180 ft/ft
8.0000 in
Partial
2.3418 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0063 ft/ft
8.0000 in
Partial
1.3872 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Page 3
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
App. B-5
Critical Depth:
Velocity:
Froude Number:
SS - Output-ALL-Phl.txt
0.0500 ft Capacity:
1.9611 ft/s
2.1887 Flow Regime: SuperCritical
2.4685 cfs
Designing manhole SS -MH -N42
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N41
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0266 cfs
Fixed
4.0000 ft
0.0266 cfs
Fixed
8.0000 in
0.0510 ft
0.0700 ft
2.1141 ft/s
2.0049
Designing manhole SS -MH -N41
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N40
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0377 cfs
Fixed
4.0000 ft
0.0377 cfs
Fixed
8.0000 in
0.0670 ft
0.0800 ft
2.0182 ft/s
1.6653
Designing manhole SS -MH -N40
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N39
Results:
Total Flow:
0.0377 cfs
Fixed
4.0000 ft
0.0377 cfs
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Page 4
zone
4.0000 ft
Upstream
0.0160 ft/ft
8.0000 in
Partial
2.2079 cfs
Supercritical
zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Supercritical
Upstream
4.0000 ft
Upstream
App. B-6
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
8.0000
0.0670
0.0800
2.0182
1.6653
Designing manhole SS -MH -N39
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N38
in
ft
ft
ft/s
0.0377 cfs
Fixed
4.0000 ft
Results:
Total Flow: 0.0377 cfs
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
8.0000 in
0.0670 ft
0.0800 ft
2.0182 ft/s
1.6653
Designing manhole SS -MH -N16
No flow found upstream
Designing pipe SS -P -N15
No flow in structure
Designing manhole SS -MH -N15
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N14
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0666 cfs
Fixed
4.0000 ft
0.0666 cfs
Fixed
10.0000
0.0750
0.1100
2.6867
2.0979
Designing manhole SS -MH -N14
Results:
Total Flow:
Status:
Chamber Width:
in
ft
ft
ft/s
0.0666 cfs
Fixed
4.0000 ft
SS -
output-ALL-Phl.txt
Slope:
Pipe Height:
Flow Status:
Capacity:
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0150 ft/ft
10.0000 in
Partial
3.8760 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Page 5
Upstream
4.0000 ft
App. B-7
Designing pipe SS -P -N13
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0666 cfs
Fixed
10.0000 in
0.0700 ft
0.1100 ft
2.9697 ft/s
2.4019
Designing manhole SS -MH -N13
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N12
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1754 cfs
Fixed
4.0000 ft
0.1754 cfs
Fixed
10.0000 in
0.1660 ft
0.1800 ft
2.2523 ft/s
1.1659
Designing manhole SS -MH -N12
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N11
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1754 cfs
Fixed
4.0000 ft
0.1754 cfs
Fixed
10.0000 in
0.1660 ft
0.1800 ft
2.2523 ft/s
1.1659
Designing manhole SS -MH -N11
Results:
Total Flow:
0.1754 cfs
SS - Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0200 ft/ft
10.0000 in
Partial
4.4757 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Page 6
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Supercritical
Upstream
App. B-8
Status:
Chamber Width:
Designing pipe SS -P -N10
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
4.0000 ft
0.1754 cfs
Fixed
10.0000 in
0.1660 ft
0.1800 ft
2.2523 ft/s
1.1659
Designing manhole SS -MH -N10
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N9
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1754 cfs
Fixed
4.0000 ft
0.1754 cfs
Fixed
10.0000
0.1660
0.1800
2.2523
1.1659
Designing manhole SS -MH -N9
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N8
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.1754 cfs
Fixed
4.0000 ft
0.1754 cfs
Fixed
10.0000 in
0.1660 ft
0.1800 ft
2.2523 ft/s
1.1659
Designing manhole SS -MH -N8
SS - Output-ALL-Phl.txt
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Page 7
App. B-9
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N7
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1754 cfs
Fixed
4.0000 ft
0.1754 cfs
Fixed
10.0000 in
0.1660 ft
0.1800 ft
2.2523 ft/s
1.1659
Designing manhole SS -MH -N38
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N37
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0111 cfs
Fixed
4.0000 ft
0.0111 cfs
Fixed
8.0000 in
0.0320 ft
0.0400 ft
1.7269 ft/s
2.0741
Designing manhole SS -MH -N37
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N36
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0244 cfs
Fixed
4.0000 ft
0.0244 cfs
Fixed
8.0000 in
0.0500 ft
0.0700 ft
1.9942 ft/s
1.9104
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 8
zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
zone
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
App. B-10
Designing manhole SS -MH -N36
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N35
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0466 cfs
Fixed
4.0000 ft
0.0466 cfs
Fixed
8.0000
0.0740
0.0900
2.1596
1.6935
Designing manhole SS -MH -N35
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N34
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.0599 cfs
Fixed
4.0000 ft
0.0599 cfs
Fixed
8.0000 in
0.0840 ft
0.1100 ft
2.3126 ft/s
1.6990
Designing manhole SS -MH -N34
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N33
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
0.0599 cfs
Fixed
4.0000 ft
0.0599 cfs
Fixed
8.0000 in
0.0840 ft
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Page 9
Upstream
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
App. B-11
Critical Depth:
Velocity:
Froude Number:
SS - Output-ALL-Phl.txt
0.1100 ft Capacity:
2.3126 ft/s
1.6990 Flow Regime: SuperCritical
1.7455 cfs
Designing manhole SS -MH -N33
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N32
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0599 cfs
Fixed
4.0000 ft
0.0599 cfs
Fixed
8.0000 in
0.0840 ft
0.1100 ft
2.3126 ft/s
1.6990
Designing manhole SS -MH -N7
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N6
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.2353 cfs
Fixed
4.0000 ft
0.2353 cfs
Fixed
10.0000 in
0.1920 ft
0.2000 ft
2.4591 ft/s
1.1784
Designing manhole SS -MH -N6
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N5
Results:
Total Flow:
0.2353 cfs
Fixed
4.0000 ft
0.2353 cfs
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Page 10
Upstream
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Supercritical
Upstream
4.0000 ft
Upstream
App. B-12
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
10.0000
0.1920
0.2000
2.4591
1.1784
Designing manhole SS -MH -N5
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N4
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.2353 cfs
Fixed
4.0000 ft
0.2353 cfs
Fixed
10.0000 in
0.1920 ft
0.2000 ft
2.4591 ft/s
1.1784
Designing manhole SS -MH -N32
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N31
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0289 cfs
Fixed
4.0000 ft
0.0289 cfs
Fixed
8.0000 in
0.0500 ft
0.0700 ft
2.3568 ft/s
2.2578
Designing manhole SS -MH -N31
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N30
0.0289 cfs
Fixed
4.0000 ft
SS -
output-ALL-Phl.txt
Slope:
Pipe Height:
Flow Status:
Capacity:
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Page 11
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
App. B-13
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0289 cfs
Fixed
8.0000 in
0.0500 ft
0.0700 ft
2.3568 ft/s
2.2578
Designing manhole SS -MH -N30
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N29
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0289 cfs
Fixed
4.0000 ft
0.0289 cfs
Fixed
8.0000 in
0.0500 ft
0.0700 ft
2.3568 ft/s
2.2578
Designing manhole SS -MH -N4
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N3
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.2642 cfs
Fixed
4.0000 ft
0.2642 cfs
Fixed
10.0000 in
0.2040 ft
0.2200 ft
2.5349 ft/s
1.1758
Designing manhole SS -MH -N3
Results:
Total Flow:
Status:
Chamber Width:
0.2642 cfs
Fixed
4.0000 ft
SS
- Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Page 12
Upstream
4.0000 ft
App. B-14
Designing pipe SS -P -N2
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.2642 cfs
Fixed
10.0000 in
0.2040 ft
0.2200 ft
2.5349 ft/s
1.1758
Designing manhole SS -MH -N2
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N1
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.2642 cfs
Fixed
4.0000 ft
0.2642 cfs
Fixed
10.0000 in
0.2040 ft
0.2200 ft
2.5349 ft/s
1.1758
Designing manhole SS -MH -N26
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N25
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0222 cfs
Fixed
4.0000 ft
0.0222 cfs
Fixed
8.0000 in
0.0470 ft
0.0600 ft
1.9827 ft/s
1.9601
Designing manhole SS -MH -N25
Results:
Total Flow:
0.0222 cfs
SS - Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Supercritical
Zone
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Flow Regime: SuperCritical
Flow From:
Page 13
Upstream
App. B-15
Status:
Chamber width:
Designing pipe SS -P -N24
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
4.0000 ft
0.0222 cfs
Fixed
8.0000 in
0.0470 ft
0.0600 ft
1.9827 ft/s
1.9601
Designing manhole SS -MH -N24
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N23
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0222 cfs
Fixed
4.0000 ft
0.0222 cfs
Fixed
8.0000 in
0.0470 ft
0.0600 ft
1.9827 ft/s
1.9601
Designing manhole SS -MH -N23
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N22
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0888 cfs
Fixed
4.0000 ft
0.0888 cfs
Fixed
8.0000
0.1020
0.1300
2.5915
1.7219
Designing manhole SS -MH -N22
in
ft
ft
ft/s
SS - Output-ALL-Phl.txt
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 14
zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Supercritical
App. B-16
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N21
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0888 cfs
Fixed
4.0000 ft
0.0888 cfs
Fixed
8.0000 in
0.1020 ft
0.1300 ft
2.5915 ft/s
1.7219
Designing manhole SS -MH -N21
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N20
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0888 cfs
Fixed
4.0000 ft
0.0888 cfs
Fixed
8.0000 in
0.1020 ft
0.1300 ft
2.5915 ft/s
1.7219
Designing manhole SS -MH -N20
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N19
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0888 cfs
Fixed
4.0000 ft
0.0888 cfs
Fixed
8.0000 in
0.0890 ft
0.1300 ft
3.1523 ft/s
2.2479
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 15
Upstream
4.0000 ft
Upstream
0.0175 ft/ft
8.0000 in
Partial
2.3091 cfs
Supercritical
App. B-17
Designing manhole SS -MH -N19
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N18
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1110 cfs
Fixed
4.0000 ft
0.1110 cfs
Fixed
8.0000 in
0.0990 ft
0.1500 ft
3.3811 ft/s
2.2817
Designing manhole SS -MH -N18
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N17
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1110 cfs
Fixed
4.0000 ft
0.1110 cfs
Fixed
8.0000
0.0980
0.1500
3.4308
2.3275
Designing manhole SS -MH -N29
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -N28
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
in
ft
ft
ft/s
0.0244 cfs
Fixed
4.0000 ft
0.0244 cfs
Fixed
8.0000 in
0.0510 ft
0.0700 ft
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0175 ft/ft
8.0000 in
Partial
2.3091 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Page 16
Upstream
4.0000 ft
Upstream
0.0182 ft/ft
8.0000 in
Partial
2.3521 cfs
Supercritical
Zone
4.0000 ft
Upstream
0.0130 ft/ft
8.0000 in
Partial
1.9902 cfs
App. B-18
Velocity:
Froude Number:
SS - Output-ALL-Phl.txt
1.9379 ft/s
1.8379 Flow Regime: SuperCritical
Designing manhole SS -MH -N28
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N27
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0488 cfs
Fixed
4.0000 ft
0.0488 cfs
Fixed
8.0000 in
0.0760 ft
0.0900 ft
2.1770 ft/s
1.6839
Designing manhole SS -MH -N27
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N26
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0488 cfs
Fixed
4.0000 ft
0.0488 cfs
Fixed
8.0000 in
0.0760 ft
0.0900 ft
2.1770 ft/s
1.6839
Designing manhole SS -MH -N17
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -N16
Results:
Total Flow:
Status:
0.1599 cfs
Fixed
4.0000 ft
0.1599 cfs
Fixed
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Page 17
Slope:
Upstream
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0308 ft/ft
App. B-19
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
8.0000 in
0.1030 ft
0.1800 ft
4.5998 ft/s
3.0410
Designing manhole SS -MH -N1
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS-P-N1B
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1599 cfs
Fixed
4.0000 ft
0.1599 cfs
Fixed
10.0000
0.1280
0.1700
2.9770
1.7657
Designing manhole SS -MH -N16
Results:
Total Flow:
Status:
Chamber width:
in
ft
ft
ft/s
0.4241 cfs
Fixed
4.0000 ft
SS -
output-ALL-Phl.txt
Pipe Height:
Flow Status:
Capacity:
Designing pipe SS -P -S10
WARNING: Full flow velocity is greater
Results:
Total Flow: 0.4241 cfs
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
Fixed
10.0000 in
0.1400 ft
0.2800 ft
6.9445 ft/s
3.9310
Designing manhole SS -MH -S913
Results:
Total Flow: 0.4241 cfs
Status:
Chamber width:
Designing pipe SS -P -S9
Fixed
4.0000 ft
8.0000 in
Partial
3.0616 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
than
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
10.0000 in
Partial
3.0985 cfs
Supercritical
maximum (10.00)
Flow From:
Upstream
4.0000 ft
Upstream
Slope: 0.0471 ft/ft
Pipe Height: 10.0000 in
Flow Status: Partial
Capacity: 6.8659 cfs
Flow Regime:
Flow From:
Chamber Length:
Page 18
Supercritical
Upstream
4.0000 ft
App. B-20
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.4241 cfs
Fixed
10.0000 in
0.2600 ft
0.2800 ft
2.9032 ft/s
1.1799
Designing manhole SS -MH -S9
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S8
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.4441 cfs
Fixed
4.0000 ft
0.4441 cfs
Fixed
10.0000 in
0.2660 ft
0.2900 ft
2.9462 ft/s
1.1823
Designing manhole SS -MH -S8
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S7
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.4441 cfs
Fixed
4.0000 ft
0.4441 cfs
Fixed
10.0000 in
0.2660 ft
0.2900 ft
2.9462 ft/s
1.1823
Designing manhole SS -MH -S41
Results:
Total Flow:
Status:
Chamber Width:
0.0266 cfs
Fixed
4.0000 ft
SS
- Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Supercritical
zone
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
10.0000 in
Partial
2.0016 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Page 19
zone
4.0000 ft
App. B-21
Designing pipe SS -P -S42
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0266 cfs
Fixed
8.0000 in
0.0480 ft
0.0700 ft
2.3079 ft/s
2.2572
Designing manhole SS -MH -S40
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S41
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0488 cfs
Fixed
4.0000 ft
0.0488 cfs
Fixed
8.0000 in
0.0640 ft
0.0900 ft
2.7906 ft/s
2.3572
Designing manhole SS -MH -S39
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S40
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0666 cfs
Fixed
4.0000 ft
0.0666 cfs
Fixed
8.0000 in
0.0770 ft
0.1100 ft
2.9131 ft/s
2.2382
Designing manhole SS -MH -S38
Results:
Total Flow:
0.0777 cfs
SS - Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Zone
4.0000 ft
Upstream
0.0175 ft/ft
8.0000 in
Partial
2.3091 cfs
Flow Regime: SuperCritical
Flow From:
Page 20
Zone
App. B-22
Status:
Chamber width:
Designing pipe SS -P -S39
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
4.0000 ft
0.0777 cfs
Fixed
8.0000 in
0.0860 ft
0.1200 ft
2.8979 ft/s
2.1033
Designing manhole SS -MH -S37
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S38
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0777 cfs
Fixed
4.0000 ft
0.0777 cfs
Fixed
8.0000 in
0.0860 ft
0.1200 ft
2.8979 ft/s
2.1033
Designing manhole SS -MH -S36
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S37
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0777 cfs
Fixed
4.0000 ft
0.0777 cfs
Fixed
8.0000
0.0860
0.1200
2.8979
2.1033
Designing manhole SS -MH -S35
in
ft
ft
ft/s
SS - Output-ALL-Phl.txt
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 21
Upstream
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
App. B-23
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S36
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0777 cfs
Fixed
4.0000 ft
0.0777 cfs
Fixed
8.0000 in
0.0860 ft
0.1200 ft
2.8979 ft/s
2.1033
Designing manhole SS -MH -S34
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S35
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0777 cfs
Fixed
4.0000 ft
0.0777 cfs
Fixed
8.0000 in
0.0830 ft
0.1200 ft
3.0500 ft/s
2.2547
Designing manhole SS -MH -S49
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S50
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0089 cfs
Fixed
4.0000 ft
0.0089 cfs
Fixed
8.0000 in
0.0290 ft
0.0400 ft
1.5916 ft/s
2.0090
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0180 ft/ft
8.0000 in
Partial
2.3418 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 22
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
App. B-24
Designing manhole SS -MH -S48
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S49
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0089 cfs
Fixed
4.0000 ft
0.0089 cfs
Fixed
8.0000 in
0.0290 ft
0.0400 ft
1.5916 ft/s
2.0090
Designing manhole SS -MH -S47
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S48
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0089 cfs
Fixed
4.0000 ft
0.0089 cfs
Fixed
8.0000
0.0290
0.0400
1.5916
2.0090
Designing manhole SS -MH -S33
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S34
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
in
ft
ft
ft/s
0.0977 cfs
Fixed
4.0000 ft
0.0977 cfs
Fixed
8.0000 in
0.1070 ft
0.1400 ft
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Page 23
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
zone
4.0000 ft
Upstream
0.0100 ft/ft
8.0000 in
Partial
1.7455 cfs
App. B-25
velocity:
Froude Number:
SS - Output-ALL-Phl.txt
2.6617 ft/s
1.7251 Flow Regime: SuperCritical
Designing manhole SS -MH -S32
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S33
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0977 cfs
Fixed
4.0000 ft
0.0977 cfs
Fixed
8.0000 in
0.1000 ft
0.1400 ft
2.9328 ft/s
1.9689
Designing manhole SS -MH -S31
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S32
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.1155 cfs
Fixed
4.0000 ft
0.1155 cfs
Fixed
8.0000 in
0.1010 ft
0.1500 ft
3.4169 ft/s
2.2820
Designing manhole SS -MH -S46
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S47
Results:
Total Flow:
Status:
0.0355 cfs
Fixed
4.0000 ft
0.0355 cfs
Fixed
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0130 ft/ft
8.0000 in
Partial
1.9902 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Page 24
Slope:
zone
4.0000 ft
Upstream
0.0175 ft/ft
8.0000 in
Partial
2.3091 cfs
Supercritical
zone
4.0000 ft
Upstream
0.0200 ft/ft
App. B-26
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
8.0000 in
0.0550 ft
0.0800 ft
2.5270 ft/s
2.3062
Designing manhole SS -MH -S45
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S46
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0355 cfs
Fixed
4.0000 ft
0.0355 cfs
Fixed
8.0000
0.0550
0.0800
2.5270
2.3062
Designing manhole SS -MH -S44
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S45
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.0355 cfs
Fixed
4.0000 ft
0.0355 cfs
Fixed
8.0000
0.0550
0.0800
2.5270
2.3062
Designing manhole SS -MH -S43
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S44
Results:
in
ft
ft
ft/s
0.0555 cfs
Fixed
4.0000 ft
SS -
output-ALL-Phl.txt
Pipe Height:
Flow Status:
Capacity:
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Page 25
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
zone
4.0000 ft
App. B-27
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0555 cfs
Fixed
8.0000
0.0690
0.1000
2.8443
2.3119
Designing manhole SS -MH -S42
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S43
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
in
ft
ft
ft/s
0.0555 cfs
Fixed
4.0000 ft
0.0555 cfs
Fixed
8.0000 in
0.0600 ft
0.1000 ft
3.4814 ft/s
3.0393
Designing manhole SS -MH -S30
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S31
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.1710 cfs
Fixed
4.0000 ft
0.1710 cfs
Fixed
8.0000 in
0.1220 ft
0.1800 ft
3.8617 ft/s
2.3370
Designing manhole SS -MH -S29
Results:
Total Flow:
Status:
Chamber width:
0.2043 cfs
Fixed
4.0000 ft
SS
- Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Page 26
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0350 ft/ft
8.0000 in
Partial
3.2655 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0175 ft/ft
8.0000 in
Partial
2.3091 cfs
Supercritical
zone
4.0000 ft
App. B-28
Designing pipe SS -P -S30
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.2043 cfs
Fixed
8.0000
0.1340
0.2000
4.0376
2.3257
Designing manhole SS -MH -S28
in
ft
ft
ft/s
Results:
Total Flow: 0.2043 cfs
Status:
Chamber width:
Fixed
4.0000 ft
SS - Output-ALL-Phl.txt
Designing pipe SS -P -S29
WARNING: Full flow velocity is greater
Results:
Total Flow: 0.2043 cfs
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
Fixed
8.0000 in
0.1030 ft
0.2000 ft
5.8776 ft/s
3.8857
Designing manhole SS -MH -S7
Results:
Total Flow: 0.6483 cfs
Status:
Chamber width:
Designing pipe SS -P -S6
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
Fixed
4.0000 ft
0.6483 cfs
Fixed
12.0000 in
0.3020 ft
0.3300 ft
3.2267 ft/s
1.2189
Designing manhole SS -MH -S6
Results:
Total Flow:
0.6705 cfs
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Upstream
0.0175 ft/ft
8.0000 in
Partial
2.3091 cfs
Supercritical
than maximum (10.00)
Flow From:
Upstream
4.0000 ft
Upstream
Slope: 0.0500 ft/ft
Pipe Height: 8.0000 in
Flow Status: Partial
Capacity: 3.9030 cfs
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Flow Regime: SuperCritical
Flow From:
Page 27
Zone
App. B-29
Status:
Chamber width:
Designing pipe SS -P -S5
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
4.0000 ft
0.6705 cfs
Fixed
12.0000 in
0.3070 ft
0.3400 ft
3.2624 ft/s
1.2213
Designing manhole SS -MH -S5
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S4
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.6705 cfs
Fixed
4.0000 ft
0.6705 cfs
Fixed
12.0000 in
0.3070 ft
0.3400 ft
3.2624 ft/s
1.2213
Designing manhole SS -MH -S4
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S3
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.7282 cfs
Fixed
4.0000 ft
0.7282 cfs
Fixed
12.0000
0.3210
0.3500
3.3323
1.2169
Designing manhole SS -MH -S3
in
ft
ft
ft/s
SS - Output-ALL-Phl.txt
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Flow Regime: SuperCritical
Flow From: Injected Sanitary
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 28
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Supercritical
App. B-30
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S2
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.7282 cfs
Fixed
4.0000 ft
0.7282 cfs
Fixed
12.0000 in
0.3210 ft
0.3500 ft
3.3323 ft/s
1.2169
Designing manhole SS -MH -S27
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S28
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
0.0500 ft
1.9611 ft/s
2.1887
Designing manhole SS -MH -S26
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S27
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
0.0500 ft
1.9611 ft/s
2.1887
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Supercritical
Zone
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 29
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
App. B-31
Designing manhole SS -MH -S25
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S26
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
0.0500 ft
1.9611 ft/s
2.1887
Designing manhole SS -MH -S24
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S25
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000
0.0370
0.0500
1.9611
2.1887
Designing manhole SS -MH -S23
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S24
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
in
ft
ft
ft/s
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
0.0500 ft
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Page 30
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
App. B-32
Velocity:
Froude Number:
SS - Output-ALL-Phl.txt
1.9611 ft/s
2.1887 Flow Regime: SuperCritical
Designing manhole SS -MH -S22
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S23
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
0.0500 ft
1.9611 ft/s
2.1887
Designing manhole SS -MH -S21
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S22
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0155 cfs
Fixed
4.0000 ft
0.0155 cfs
Fixed
8.0000 in
0.0370 ft
0.0500 ft
1.9611 ft/s
2.1887
Designing manhole SS -MH -S20
Results:
Total Flow:
Status:
Chamber Width:
0.0200 cfs
Fixed
4.0000 ft
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Designing pipe SS -P -S21
WARNING: Full flow velocity is greater than
Results:
Total Flow:
0.0200 cfs
Upstream
4.0000 ft
Upstream
0.0200 ft/ft
8.0000 in
Partial
2.4685 cfs
Supercritical
maximum (10.00)
Flow From:
Page 31
Zone
4.0000 ft
Upstream
App. B-33
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
Fixed
8.0000
0.0350
0.0600
2.7319
3.1358
Designing manhole SS -MH -S19
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S20
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
in
ft
ft
ft/s
0.0355 cfs
Fixed
4.0000 ft
0.0355 cfs
Fixed
8.0000 in
0.0570 ft
0.0800 ft
2.3997 ft/s
2.1505
Designing manhole SS -MH -S18
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S19
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0355 cfs
Fixed
4.0000 ft
0.0355 cfs
Fixed
8.0000 in
0.0570 ft
0.0800 ft
2.3997 ft/s
2.1505
Designing manhole SS -MH -S17
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S18
0.0488 cfs
Fixed
4.0000 ft
SS -
output-ALL-Phl.txt
Slope:
Pipe Height:
Flow Status:
Capacity:
0.0437 ft/ft
8.0000 in
Partial
3.6500 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0180 ft/ft
8.0000 in
Partial
2.3418 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Page 32
Upstream
4.0000 ft
Upstream
0.0180 ft/ft
8.0000 in
Partial
2.3418 cfs
Supercritical
Zone
4.0000 ft
App. B-34
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0488 cfs
Fixed
8.0000 in
0.0690 ft
0.0900 ft
2.5030 ft/s
2.0345
Designing manhole SS -MH -S16
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S17
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0488 cfs
Fixed
4.0000 ft
0.0488 cfs
Fixed
8.0000 in
0.0690 ft
0.0900 ft
2.5030 ft/s
2.0345
Designing manhole SS -MH -S15
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S16
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0488 cfs
Fixed
4.0000 ft
0.0488 cfs
Fixed
8.0000 in
0.0690 ft
0.0900 ft
2.5030 ft/s
2.0345
Designing manhole SS -MH -S14
Results:
Total Flow:
Status:
Chamber Width:
0.0666 cfs
Fixed
4.0000 ft
SS
- Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Page 33
zone
4.0000 ft
App. B-35
Designing pipe SS -P -S15
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0666 cfs
Fixed
8.0000 in
0.0800 ft
0.1100 ft
2.7568 ft/s
2.0769
Designing manhole SS -MH -S13
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S14
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0866 cfs
Fixed
4.0000 ft
0.0866 cfs
Fixed
8.0000 in
0.0910 ft
0.1300 ft
2.9768 ft/s
2.0985
Designing manhole SS -MH -S12
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S13
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.1044 cfs
Fixed
4.0000 ft
0.1044 cfs
Fixed
8.0000 in
0.0850 ft
0.1400 ft
3.9576 ft/s
2.8899
Designing manhole SS -MH -S11
Results:
Total Flow:
0.1044 cfs
SS - Output-ALL-Phl.txt
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0150 ft/ft
8.0000 in
Partial
2.1378 cfs
Supercritical
Zone
4.0000 ft
Upstream
0.0290 ft/ft
8.0000 in
Partial
2.9738 cfs
Flow Regime: SuperCritical
Flow From:
Page 34
Upstream
App. B-36
Status:
Chamber width:
Fixed
4.0000 ft
SS - Output-ALL-Phl.txt
Chamber Length:
Designing pipe SS -P -S12
WARNING: Full flow velocity is greater
Results:
Total Flow: 0.1044 cfs
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
8.0000 in
0.0750 ft
0.1400 ft
4.7406 ft/s
3.6919
Designing manhole SS -MH -S10
Results:
Total Flow: 0.1044 cfs
Status:
Chamber width:
Fixed
4.0000 ft
Designing pipe SS -P -S11
WARNING: Full flow velocity is greater
Results:
Total Flow: 0.1044 cfs
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
8.0000 in
0.0750 ft
0.1400 ft
4.7406 ft/s
3.6919
Designing manhole SS -MH -S2
Results:
Total Flow: 0.8326 cfs
Status:
Chamber width:
Designing pipe SS -P -S1
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
Fixed
4.0000 ft
0.8326 cfs
Fixed
12.0000 in
0.3440 ft
0.3800 ft
3.4659 ft/s
1.2176
than maximum (10.00)
Flow From:
4.0000 ft
Upstream
Slope: 0.0500 ft/ft
Pipe Height: 8.0000 in
Flow Status: Partial
Capacity: 3.9030 cfs
Flow Regime:
Flow From:
Chamber Length:
Supercritical
than maximum (10.00)
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0500 ft/ft
8.0000 in
Partial
3.9030 cfs
Supercritical
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Flow Regime: SuperCritical
Page 35
App. B-37
Designing manhole SS -MH -S1
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe TEMP-OUT1
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
HGL/EGL Computations:
Table A:
Struct_ID
EGLdn HGLdn
0.8326 cfs
Fixed
4.0000 ft
0.8326 cfs
Fixed
12.0000 in
0.3440 ft
0.3800 ft
3.4659 ft/s
1.2176
SS - Output-ALL-Phl.txt
Flow From:
Chamber Length:
D Q L V
Tot_Loss EGLup HGLup Rim_Elev.
(in) (cfs) (ft) (ft/s)
(ft) (ft) (ft)
(ft) (ft)
Outfall
TEMP-OUT1
5975.47 5975.28
SS -MH -S1
5975.65 5975 46
SS -P -S1
5975.85 5975 66
SS -MH -S2
5976.23 5976 05
SS -P -S2
5976.40 5976 22
SS -MH -S3
5976.60 5976 42
SS -P -S3
5976.60 5976 42
SS -MH -S4
5976.97 5976 80
SS -P -S4
5977.15 5976 98
SS -MH -S5
5977.32 5977 16
SS -P -S5
5977.52 5977 36
SS -MH -S6
5978.14 5977 97
SS -P -S6
5978.33 5978 17
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
d
(ft)
Upstream
4.0000 ft
Upstream
0.0040 ft/ft
12.0000 in
Partial
3.2548 cfs
Supercritical
dc vA2/2g sf Dn_Soffit
(ft) (ft) (ft/ft) (ft) (ft)
- 5975.28 -
12 0.83 48.31 3.47 0.34 0.38 0.19
5975.65 5975.46
5975.65 5975.46 5992.25
12 0.83 99.41 3.47 0.34 0.38 0.19
5976.23 5976.05 -
5976.23 5976.05 5996.74
12 0.73 54.18 3.33 0.32 0.35 0.17
5976.60 5976.42 -
5976.60 5976.42 5995.40
12 0.73 97.03 3.33 0.32 0.35 0.17
5976.97 5976.80 -
5976.97 5976.80 5993.94
12 0.67 47.76 3.26 0.31 0.34 0.17
5977.32 5977.16 -
5977.32 5977.16 5994.00
12 0.67 157.44 3.26 0.31 0.34 0.17
5978.14 5977.97 -
5978.14 5977.97 5995.86
12 0.65 182.32 3.23 0.30 0.33 0.16
5979.04 5978.88 -
Page 36
5975.93
5976.32
5976.90
5977.10
5977.67
5978.05
5978.86
App. B-38
SS - Output-ALL-Phl.txt
SS -MH -57 - - - - - - - - -
5979.04 5978.88 - 5979.04 5978.88 5996.88
SS -P -S7 10 0.44 235.67 2.95 0.27 0.29 0.13 - 5979.41
5978.98 5978.84 - 5979.90 5979.77 -
SS -MH -S8 - - - - - - - - -
5979.90 5979.77 - 5979.90 5979.77 5997.53
SS -P-58 10 0.44 166.24 2.95 0.27 0.29 0.13 - 5980.54
5980.10 5979.97 - 5980.75 5980.62 -
SS -MH -S9 - - - - - - - - -
5980.75 5980.62 - 5980.75 5980.62 5998.39
55-P-59 10 0.42 181.78 2.90 0.26 0.28 0.13 - 5981.39
5980.94 5980.81 - 5981.65 5981.52 -
SS -MH -S96 - - - - - - - - -
5981.65 5981.52 - 5981.65 5981.52 6004.64
SS -P -S10 10 0.42 178.69 6.94 0.14 0.28 0.75 - 5982.29
5982.35 5981.60 - 5990.56 5989.81 -
SS-MH-N1B - - - - - - - - -
5990.56 5989.81 - 5990.56 5989.81 6009.12
SS -P -N1 10 0.26 125.44 2.53 0.20 0.22 0.10 - 5990.71
5990.18 5990.08 - 5990.66 5990.56 -
SS -MH -N2 - - - - - - - - -
5990.66 5990.56 - 5990.66 5990.56 6009.38
SS -P -N2 10 0.26 53.32 2.53 0.20 0.22 0.10 - 5991.40
5990.87 5990.77 - 5991.07 5990.97 -
SS -MH -N3 - - - - - - - - -
5991.07 5990.97 - 5991.07 5990.97 6009.40
SS -P -N3 10 0.26 135.38 2.53 0.20 0.22 0.10 - 5991.80
5991.27 5991.17 - 5991.80 5991.70 -
SS -MH -N4 - - - - - - - - -
5991.80 5991.70 - 5991.80 5991.70 6010.26
SS -P -N4 10 0.24 300.00 2.46 0.19 0.20 0.09 - 5992.53
5991.99 5991.89 - 5993.17 5993.08 -
SS -MH -N5 - - - - - - - - -
5993.17 5993.08 - 5993.17 5993.08 6011.70
SS -P -N5 10 0.24 214.01 2.46 0.19 0.20 0.09 - 5993.92
5993.38 5993.28 - 5994.22 5994.12 -
SS -MH -N6 - - - - - - - - -
5994.22 5994.12 - 5994.22 5994.12 6012.51
SS -P -N6 10 0.24 26.56 2.46 0.19 0.20 0.09 - 5994.97
5994.42 5994.33 - 5994.51 5994.42 -
SS -MH -N7 - - - - - - - - -
5994.51 5994.42 - 5994.51 5994.42 6011.75
SS -P -N7 10 0.18 61.60 2.25 0.17 0.18 0.08 - 5995.26
5994.68 5994.60 - 5994.91 5994.83 -
SS -MH -N8 - - - - - - - - -
5994.91 5994.83 - 5994.91 5994.83 6010.79
SS -P -N8 10 0.18 248.66 2.25 0.17 0.18 0.08 - 5995.70
5995.11 5995.03 - 5996.09 5996.01 -
SS -MH -N9 - - - - - - - - -
5996.09 5996.01 - 5996.09 5996.01 6012.00
SS -P -N9 10 0.18 115.00 2.25 0.17 0.18 0.08 - 5996.89
5996.30 5996.22 - 5996.74 5996.66 -
SS -MH -N10 - - - - - - - - -
5996.74 5996.66 - 5996.74 5996.66 6012.57
SS -P -N10 10 0.18 326.28 2.25 0.17 0.18 0.08 - 5997.54
5996.95 5996.87 - 5998.24 5998.16 -
SS -MH -N11 - - - - - - - - -
5998.24 5998.16 - 5998.24 5998.16 6014.59
SS -P -N11 10 0.18 155.08 2.25 0.17 0.18 0.08 - 5999.03
5998.44 5998.36 - 5999.05 5998.97 -
SS -MH -N12 - - - - - - - - -
5999.05 5998.97 - 5999.05 5998.97 6014.45
SS -P -N12 10 0.18 288.75 2.25 0.17 0.18 0.08 - 5999.84
Page 37
App. B-39
5999.25 5999.17
SS -MH -N13
6000.39 6000.31
SS -P -N43
6000.52 6000.46
SS -MH -N44
6002.26 6002.20
SS -P -N44
6002.46 6002.39
SS -MH -N45
6005.47 6005.39
SS -P -N45
6005.67 6005.59
SS -MH -N46
6008.76 6008.68
SS -P -N46
6008.96 6008.89
SS -MH -N47
6015.27 6015.19
SS - Output-ALL-Phl.txt
- 6000.39 6000.31 -
6000.39 6000.31 6017.03
8 0.07 279.57 2.07 0.10 0.12 0.07 - 6001.02
6002.26 6002.20 -
6002.26 6002.20 6019.57
8 0.05 304.54 2.25 0.08 0.10 0.08 - 6002.97
6005.47 6005.39 -
6005.47 6005.39 6021.42
8 0.04 209.71 2.28 0.06 0.08 0.08 - 6006.20
6008.76 6008.68 -
6008.76 6008.68 6022.45
8 0.02 319.35 2.18 0.04 0.06 0.07 - 6009.51
6015.27 6015.19 -
6015.27 6015.19 6023.15
New Branch - - - - - - - - -
5975.65 5975.46 -
SS -MH -S2 - - - - - - - - -
5976.23 5976.05 - 5976.23 5976.05 5996.74
SS -P-511 8 0.10 44.17 4.74 0.08 0.14 0.35 - 5976.37
5976.13 5975.78 - 5978.13 5977.78 -
SS -MH -S10 - - - - - - - - -
5978.13 5977.78 - 5978.13 5977.78 5996.65
SS -P -S12 8 0.10 128.48 4.74 0.08 0.14 0.35 - 5978.57
5978.33 5977.98 - 5984.55 5984.20 -
SS -MH -S11 - - - - - - - - -
5984.55 5984.20 - 5984.55 5984.20 5999.16
55-P-513 8 0.10 266.07 3.96 0.09 0.14 0.24 - 5984.99
5984.65 5984.41 - 5992.26 5992.01 -
SS -MH -S12 - - - - - - - - -
5992.26 5992.01 - 5992.26 5992.01 6004.78
SS -P -S14 8 0.09 285.34 2.98 0.09 0.13 0.14 - 5992.79
5992.36 5992.22 - 5996.58 5996.44 -
SS -MH -S13 - - - - - - - - -
5996.58 5996.44 - 5996.58 5996.44 6010.72
55-P-515 8 0.07 285.33 2.76 0.08 0.11 0.12 - 5997.21
5996.75 5996.63 - 6000.96 6000.85 -
SS -MH -S14 - - - - - - - - -
6000.96 6000.85 - 6000.96 6000.85 6014.83
55-P-516 8 0.05 98.66 2.50 0.07 0.09 0.10 - 6001.63
6001.13 6001.04 - 6002.55 6002.46 -
SS -MH -S15 - - - - - - - - -
6002.55 6002.46 - 6002.55 6002.46 6016.26
SS -P -S17 8 0.05 145.46 2.50 0.07 0.09 0.10 - 6003.25
6002.75 6002.66 - 6004.87 6004.78 -
SS -MH -S16 - - - - - - - - -
6004.87 6004.78 - 6004.87 6004.78 6018.89
SS -P -S18 8 0.05 164.87 2.50 0.07 0.09 0.10 - 6005.57
6005.07 6004.98 - 6007.49 6007.39 -
SS -MH -S17 - - - - - - - - -
6007.49 6007.39 - 6007.49 6007.39 6022.75
SS -P-519 8 0.04 287.34 2.40 0.06 0.08 0.09 - 6008.19
6007.67 6007.58 - 6012.77 6012.68 -
SS -MH -S18 - - - - - - - - -
6012.77 6012.68 - 6012.77 6012.68 6028.76
55-P-520 8 0.04 33.17 2.40 0.06 0.08 0.09 - 6013.49
6012.97 6012.88 - 6013.49 6013.40
SS -MH -S19
Page 38
App. B-40
SS - Output-ALL-Phl.txt
6013.49 6013.40 - 6013.49 6013.40 6028.98
SS -P -s21 8 0.02 230.40 2.73 0.04 0.06 0.12 - 6014.01
6013.50 6013.38 - 6023.39 6023.27
SS -MH -S20
6023.39 6023.27 - 6023.39 6023.27 6031.95
New Branch
5978.14 5977.97
SS -MH -S7
5979.04 5978.88 - 5979.04 5978.88 5996.88
SS -P -S29 8 0.20 103.41 5.88 0.10 0.20 0.54 - 5982.99
5982.97 5982.43 - 5987.93 5987.39 -
SS -MH -S28 - - - - - - - - -
5987.93 5987.39 - 5987.93 5987.39 5998.75
SS -P -S30 8 0.20 89.41 4.04 0.13 0.20 0.25 - 5988.16
5987.88 5987.62 - 5989.37 5989.12 -
SS -MH -S29 - - - - - - - - -
5989.37 5989.12 - 5989.37 5989.12 5999.77
SS -P -S31 8 0.17 78.65 3.86 0.12 0.18 0.23 - 5989.85
5989.54 5989.31 - 5990.85 5990.61 -
SS -MH -S30 - - - - - - - - -
5990.85 5990.61 - 5990.85 5990.61 6001.26
SS -P-532 8 0.12 238.83 3.42 0.10 0.15 0.18 - 5991.36
5990.97 5990.79 - 5995.08 5994.90 -
SS -MH -S31 - - - - - - - - -
5995.08 5994.90 - 5995.08 5994.90 6007.33
SS -P -S33 8 0.10 192.49 2.93 0.10 0.14 0.13 - 5995.67
5995.23 5995.10 - 5997.68 5997.55 -
SS -MH -S32 - - - - - - - - -
5997.68 5997.55 - 5997.68 5997.55 6012.12
SS -P -S34 8 0.10 211.92 2.66 0.11 0.14 0.11 - 5998.32
5997.87 5997.76 - 5999.95 5999.84 -
SS -MH -S33 - - - - - - - - -
5999.95 5999.84 - 5999.95 5999.84 6015.31
SS -P -S35 8 0.08 128.16 3.05 0.08 0.12 0.14 - 6000.62
6000.18 6000.04 - 6002.42 6002.27 -
SS -MH -S34 - - - - - - - - -
6002.42 6002.27 - 6002.42 6002.27 6017.38
SS -P-536 8 0.08 83.08 2.90 0.09 0.12 0.13 - 6003.06
6002.61 6002.48 - 6003.79 6003.66 -
SS -MH -S35 - - - - - - - - -
6003.79 6003.66 - 6003.79 6003.66 6019.25
SS -P -S37 8 0.08 41.92 2.90 0.09 0.12 0.13 - 6004.44
6003.99 6003.86 - 6004.56 6004.43 -
SS -MH -S36 - - - - - - - - -
6004.56 6004.43 - 6004.56 6004.43 6020.01
SS -P -S38 8 0.08 32.12 2.90 0.09 0.12 0.13 - 6005.21
6004.76 6004.63 - 6005.18 6005.05 -
SS -MH -S37 - - - - - - - - -
6005.18 6005.05 - 6005.18 6005.05 6020.56
SS -P -S39 8 0.08 56.01 2.90 0.09 0.12 0.13 - 6005.83
6005.38 6005.25 - 6006.16 6006.03 -
SS -MH -S38 - - - - - - - - -
6006.16 6006.03 - 6006.16 6006.03 6021.76
SS -P -S40 8 0.07 251.58 2.91 0.08 0.11 0.13 - 6006.81
6006.36 6006.23 - 6010.69 6010.56 -
SS -MH -S39 - - - - - - - - -
6010.69 6010.56 - 6010.69 6010.56 6024.54
SS -P -S41 8 0.05 300.06 2.79 0.06 0.09 0.12 - 6011.35
6010.87 6010.74 - 6016.79 6016.66 -
SS -MH -S40 - - - - - - - - -
6016.79 6016.66 - 6016.79 6016.66 6027.82
SS -P -S42 8 0.03 350.07 2.31 0.05 0.07 0.08 - 6017.47
Page 39
App. B-41
6016.93 6016.85
SS -MH -S41
6023.85 6023.77
New Branch
SS - output-ALL-Phl.txt
- 6023.85 6023.77
- 6023.85 6023.77 6032.43
5981.65 5980.90
SS-MH-N1B - - -
5990.56 5989.81 - 5990.56 5989.81 6009.12
SS-P-N1B 10 0.16 12.92 2.98 0.13 0.17 0.14 - 5995.31
5994.74 5994.60 - 5994.92 5994.78 -
SS -MH -N1 - - - - - - - - -
5994.92 5994.78 - 5994.92 5994.78 6009.30
SS -P -N16 8 0.16 165.29 4.60 0.10 0.18 0.33 - 5995.52
5995.28 5994.95 - 6000.24 5999.91 -
SS -MH -N17 - - - - - - - - -
6000.24 5999.91 - 6000.24 5999.91 6011.29
SS -P -N17 8 0.11 48.07 3.43 0.10 0.15 0.18 - 6002.68
6002.29 6002.11 - 6003.09 6002.91 -
SS -MH -N18 - - - - - - - - -
6003.09 6002.91 - 6003.09 6002.91 6011.97
SS -P -N18 8 0.11 84.94 3.38 0.10 0.15 0.18 - 6003.68
6003.29 6003.11 - 6004.70 6004.53 -
SS -MH -N19 - - - - - - - - -
6004.70 6004.53 - 6004.70 6004.53 6013.77
SS -P -N19 8 0.09 82.00 3.15 0.09 0.13 0.15 - 6005.32
6004.90 6004.74 - 6006.26 6006.11 -
SS -MH -N20 - - - - - - - - -
6006.26 6006.11 - 6006.26 6006.11 6015.33
SS -P -N20 8 0.09 90.87 2.59 0.10 0.13 0.10 - 6006.90
6006.44 6006.34 - 6007.31 6007.21 -
SS -MH -N21 - - - - - - - - -
6007.31 6007.21 - 6007.31 6007.21 6016.60
SS -P -N21 8 0.09 181.77 2.59 0.10 0.13 0.10 - 6007.99
6007.53 6007.42 - 6009.31 6009.20 -
SS -MH -N22 - - - - - - - - -
6009.31 6009.20 - 6009.31 6009.20 6019.70
SS -P -N22 8 0.09 112.61 2.59 0.10 0.13 0.10 - 6009.98
6009.52 6009.42 - 6010.61 6010.50 -
SS -MH -N23 - - - - - - - - -
6010.61 6010.50 - 6010.61 6010.50 6021.70
SS -P -N23 8 0.02 109.66 1.98 0.05 0.06 0.06 - 6011.29
6010.73 6010.67 - 6012.31 6012.25 -
SS -MH -N24 - - - - - - - - -
6012.31 6012.25 - 6012.31 6012.25 6021.68
SS -P -N24 8 0.02 177.04 1.98 0.05 0.06 0.06 - 6013.09
6012.53 6012.47 - 6015.13 6015.07 -
SS -MH -N25 - - - - - - - - -
6015.13 6015.07 - 6015.13 6015.07 6022.01
SS -P -N25 8 0.02 164.65 1.98 0.05 0.06 0.06 - 6015.91
6015.35 6015.29 - 6017.76 6017.70 -
SS -MH -N26 - - - - - - - - -
6017.76 6017.70 - 6017.76 6017.70 6022.87
New Branch - - - - - - - - -
5991.07 5990.97 -
SS -MH -N4 - - - - - - - - -
5991.80 5991.70 - 5991.80 5991.70 6010.26
SS -P -N29 8 0.03 94.53 2.36 0.05 0.07 0.09 - 5992.18
5991.65 5991.56 - 5993.46 5993.37 -
SS -MH -N30 - - - - - - - - -
5993.46 5993.37 - 5993.46 5993.37 6008.26
SS -P -N30 8 0.03 57.72 2.36 0.05 0.07 0.09 - 5994.22
5993.69 5993.60 - 5994.76 5994.68 -
Page 40
App. B-42
SS - Output-ALL-Phl.txt
SS -MH -N31
5994.76 5994.68 - 5994.76 5994.68 6006.62
SS -P -N31 8 0.03 376.78 2.36 0.05 0.07 0.09 - 5995.52
5994.99 5994.91 - 6002.45 6002.36
SS -MH -N32
6002.45 6002.36 - 6002.45 6002.36 6009.68
New Branch
5994.22 5994.12
SS -MH -N7
5994.51 5994.42 - 5994.51 5994.42 6011.75
SS -P -N32 8 0.06 83.40 2.31 0.08 0.11 0.08 - 5994.90
5994.40 5994.32 - 5995.20 5995.11 -
SS -MH -N33
5995.20 5995.11 - 5995.20 5995.11 6010.39
SS -P -N33 8 0.06 75.67 2.31 0.08 0.11 0.08 - 5995.91
5995.41 5995.33 - 5996.13 5996.05 -
SS -MH -N34
5996.13 5996.05 - 5996.13 5996.05 6009.76
SS -P -N34 8 0.06 265.92 2.31 0.08 0.11 0.08 - 5996.84
5996.34 5996.26 - 5998.96 5998.88 -
SS -MH -N35
5998.96 5998.88 - 5998.96 5998.88 6012.15
SS -P -N35 8 0.05 225.36 2.16 0.07 0.09 0.07 - 5999.68
5999.16 5999.08 - 6001.37 6001.30 -
SS -MH -N36
6001.37 6001.30 - 6001.37 6001.30 6013.33
SS -P -N36 8 0.02 400.02 1.99 0.05 0.07 0.06 - 6002.11
6001.55 6001.49 - 6007.49 6007.43 -
SS -MH -N37
6007.49 6007.43 - 6007.49 6007.43 6016.70
SS -P -N37 8 0.01 175.82 1.73 0.03 0.04 0.05 - 6008.28
6007.69 6007.64 - 6011.12 6011.08
SS -MH -N38
6011.12 6011.08 - 6011.12 6011.08 6018.20
New Branch - - - - - - - - -
5999.05 5998.97 -
SS -MH -N13 - - - - - - - - -
6000.39 6000.31 - 6000.39 6000.31 6017.03
SS -P -N13 10 0.07 234.50 2.97 0.07 0.11 0.14 - 6001.20
6000.57 6000.44 - 6005.18 6005.04 -
SS -MH -N14 - - - - - - - - -
6005.18 6005.04 - 6005.18 6005.04 6018.37
SS -P -N14 10 0.07 217.62 2.69 0.08 0.11 0.11 - 6006.03
6005.39 6005.28 - 6008.59 6008.48 -
SS -MH -N15 - - - - - - - - -
6008.59 6008.48 - 6008.59 6008.48 6017.28
New Branch - - - - - - - - -
5999.05 5998.97 -
SS -MH -N13 - - - - - - - - -
6000.39 6000.31 - 6000.39 6000.31 6017.03
SS -P -N38 8 0.04 164.37 2.02 0.07 0.08 0.06 - 6001.02
6000.49 6000.42 - 6002.09 6002.03 -
SS -MH -N39 - - - - - - - - -
6002.09 6002.03 - 6002.09 6002.03 6018.86
SS -P -N39 8 0.04 220.04 2.02 0.07 0.08 0.06 - 6002.84
6002.31 6002.24 - 6004.47 6004.40 -
SS -MH -N40 - - - - - - - - -
6004.47 6004.40 - 6004.47 6004.40 6020.00
SS -P -N40 8 0.04 126.30 2.02 0.07 0.08 0.06 - 6005.22
6004.68 6004.62 - 6005.90 6005.84 -
Page 41
App. B-43
SS -MH -N41
6005.90 6005.84
SS -P -N41
6006.11 6006.04
SS -MH -N42
6008.71 6008.65
SS -P -N42
6008.92 6008.86
SS -MH -N43
6015.58 6015.52
SS - Output-ALL-Phl.txt
6005.90 6005.84 6020.00
8 0.03 166.55 2.11 0.05 0.07 0.07 - 6006.66
6008.71 6008.65 -
6008.71 6008.65 6020.00
8 0.02 337.25 1.96 0.04 0.05 0.06 - 6009.49
6015.58 6015.52 -
6015.58 6015.52 6017.73
New Branch - - - - - - - - -
- 6000.39 6000.33 -
SS -MH -N44 - - - - - - - - -
6002.26 6002.20 - 6002 26 6002.20 6019.57
SS -P -N47 8 0.02 105.40 1.93 0.04 0.05 0.06 - 6002.98
6002.41 6002.35 - 6004 24 6004.18 -
SS -MH -N48 - - - - - - - - -
6004.24 6004.18 - 6004 24 6004.18 6019.27
SS -P -N48 8 0.02 270.80 1.93 0.04 0.05 0.06 - 6005.01
6004.44 6004.38 - 6009 24 6009.18 -
SS -MH -N49 - - - - - - - - -
6009.24 6009.18 - 6009 24 6009.18 6017.04
SS -P -N49 8 0.02 96.19 2.00 0.04 0.05 0.06 - 6010.01
6009.44 6009.38 - 6011 29 6011.22 -
SS -MH -N50 - - - - - - - - -
6011.29 6011.22 - 6011 29 6011.22 6016.63
New Branch - - - - - - - - -
- - 6012.77 6012.68 -
SS -MH -S19 - - - - - - - - -
6013.49 6013.40 - 6013.49 6013.40 6028.98
SS -P-522 8 0.02 70.50 1.96 0.04 0.05 0.06 - 6014.21
6013.64 6013.58 - 6014.97 6014.91 -
SS -MH -S21 - - - - - - - - -
6014.97 6014.91 - 6014.97 6014.91 6029.91
SS -P -S23 8 0.02 57.55 1.96 0.04 0.05 0.06 - 6015.74
6015.17 6015.11 - 6016.24 6016.18 -
SS -MH -S22 - - - - - - - - -
6016.24 6016.18 - 6016.24 6016.18 6030.16
SS -P-524 8 0.02 64.37 1.96 0.04 0.05 0.06 - 6017.01
6016.44 6016.38 - 6017.65 6017.59 -
SS -MH -S23 - - - - - - - - -
6017.65 6017.59 - 6017.65 6017.59 6030.21
SS -P -S25 8 0.02 54.50 1.96 0.04 0.05 0.06 - 6018.42
6017.85 6017.79 - 6018.86 6018.80 -
SS -MH -S24 - - - - - - - - -
6018.86 6018.80 - 6018.86 6018.80 6030.34
SS -P-526 8 0.02 63.75 1.96 0.04 0.05 0.06 - 6019.63
6019.06 6019.00 - 6020.25 6020.19 -
SS -MH -S25 - - - - - - - - -
6020.25 6020.19 - 6020.25 6020.19 6030.84
SS -P -S27 8 0.02 81.60 1.96 0.04 0.05 0.06 - 6021.02
6020.45 6020.39 - 6022.01 6021.95 -
SS -MH -S26 - - - - - - - - -
6022.01 6021.95 - 6022.01 6021.95 6031.11
SS -P-528 8 0.02 74.40 1.96 0.04 0.05 0.06 - 6022.78
6022.21 6022.15 - 6023.61 6023.55
SS -MH -S27
6023.61 6023.55 - 6023.61 6023.55 6032.23
New Branch
5989.37 5989.14
Page 42
App. B-44
SS - Output-ALL-Phl.txt
SS -MH -S30 - - -
5990.85 5990.61 - 5990.85 5990.61 6001.26
SS -P -S43 8 0.06 87.61 3.48 0.06 0.10 0.19 - 5991.40
5990.98 5990.79 - 5993.90 5993.72 -
SS -MH -S42 - - - - - - - - -
5993.90 5993.72 - 5993.90 5993.72 6002.22
SS -P -S44 8 0.06 75.55 2.84 0.07 0.10 0.13 - 5994.52
5994.05 5993.92 - 5995.48 5995.36 -
SS -MH -S43 - - - - - - - - -
5995.48 5995.36 - 5995.48 5995.36 6002.07
SS -P -S45 8 0.04 266.90 2.53 0.06 0.08 0.10 - 5996.15
5995.64 5995.54 - 6000.90 6000.80 -
SS -MH -S44 - - - - - - - - -
6000.90 6000.80 - 6000.90 6000.80 6008.28
SS -P -S46 8 0.04 272.75 2.53 0.06 0.08 0.10 - 6001.61
6001.10 6001.00 - 6006.47 6006.37 -
SS -MH -S45 - - - - - - - - -
6006.47 6006.37 - 6006.47 6006.37 6015.69
SS -P -S47 8 0.04 56.81 2.53 0.06 0.08 0.10 - 6007.18
6006.67 6006.57 - 6007.73 6007.63 -
SS -MH -S46 - - - - - - - - -
6007.73 6007.63 - 6007.73 6007.63 6016.28
New Branch - - - - - - - - -
5997.68 5997.57 -
SS -MH -S33 - - - - - - - - -
5999.95 5999.84 - 5999.95 5999.84 6015.31
SS -P -S48 8 0.01 70.01 1.59 0.03 0.04 0.04 - 6000.60
6000.00 5999.96 - 6001.32 6001.28 -
SS -MH -S47 - - - - - - - - -
6001.32 6001.28 - 6001.32 6001.28 6015.65
SS -P -S49 8 0.01 109.03 1.59 0.03 0.04 0.04 - 6002.12
6001.52 6001.48 - 6003.62 6003.58 -
SS -MH -S48 - - - - - - - - -
6003.62 6003.58 - 6003.62 6003.58 6017.02
SS -P -S50 8 0.01 206.63 1.59 0.03 0.04 0.04 - 6004.42
6003.82 6003.78 - 6007.87 6007.83 -
SS -MH -S49 - - - - - - - - -
6007.87 6007.83 - 6007.87 6007.83 6016.51
New Branch - - - - - - - - -
5994.92 5994.59 -
SS -MH -N17 - - - - - - - - -
6000.24 5999.91 - 6000.24 5999.91 6011.29
SS -P -N26 8 0.05 136.49 2.18 0.08 0.09 0.07 - 6001.68
6001.16 6001.09 - 6002.48 6002.41 -
SS -MH -N27 - - - - - - - - -
6002.48 6002.41 - 6002.48 6002.41 6012.20
SS -P -N27 8 0.05 162.19 2.18 0.08 0.09 0.07 - 6003.20
6002.68 6002.61 - 6004.26 6004.19 -
SS -MH -N28 - - - - - - - - -
6004.26 6004.19 - 6004.26 6004.19 6012.91
SS -P -N28 8 0.02 400.04 1.94 0.05 0.07 0.06 - 6004.98
6004.42 6004.36 - 6009.57 6009.51
SS -MH -N29 - - 6009.57 6009.51 - 6009.57 6009.51 6016.37
Table B:
LOSSES
-1LOSS_COEFFICENTS
Page 43
App. B-45
SS - Output-ALL-Phl.txt
Str_ID Hf Hb Hstr Hc He Hj Total 1 Dstr Ko
CD cd cq cp cb K
outfall - - - - - - - - -
TEMP-OUT1 - - - - - - SuperCrt - -
SS -MH -S1 - - - - - - - - -
SS -P -S1 - - - - - - SuperCrt - -
SS -MH -S2 - - - - - - - - -
SS -P -S2 - - - - - - SuperCrt - -
SS -MH -S3 - - - - - - - - -
SS -P -S3 - - - - - - SuperCrt - -
SS -MH -S4 - - - - - - - - -
SS -P -S4 - - - - - - SuperCrt - -
SS -MH -S5 - - - - - - -
SS -P -S5 - - - - - - SuperCrt - -
SS -MH -S6 - - - - - - - - -
SS -P -S6 - - - - - - SuperCrt - -
SS -MH -S7 - - - - - - - - -
SS -P -S7 - - - - - - SuperCrt
SS -MH -S8 - - - - - - - - -
SS -P -S8 - - - - - - SuperCrt
SS -MH -S9 - - - - - - -
SS -P -S9 - - - - - - SuperCrt
SS -MH -S96 - - - - - - -
SS -P -S10 - - - - - - SuperCrt
SS -MH -N16 - - - - - - -
SS -P -N1 - - - - - - SuperCrt
SS -MH -N2 - - - - - - -
SS -P -N2 - - - - - - SuperCrt
SS -MH -N3 - - - - - - -
SS -P -N3 - - - - - - SuperCrt
SS -MH -N4 - - - - - - -
SS -P -N4 - - - - - - SuperCrt
Page 44
App. B-46
SS -MH -N5
SS -P -N5
SS -MH -N6
SS -P -N6
SS -MH -N7
SS -P -N7
SS -MH -N8
SS -P -N8
SS -MH -N9
SS -P -N9
SS -MH -N10
SS -P -N10
SS -MH -N11
SS -P -N11
SS -MH -N12
SS -P -N12
SS -MH -N13
SS -P -N43
SS -MH -N44
SS -P -N44
SS -MH -N45
SS -P -N45
SS -MH -N46
SS -P -N46
SS -MH -N47
New Branch
SS -MH -S2
SS -P -S11
SS -MH -S10
SS -P -S12
SS -MH -S11
SS - Output-ALL-Phl.txt
Page 45
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
0.04
App. B-47
SS -P-513
55 -MH -S12
SS -P -S14
SS -MH -S13
55-P-515
SS -MH -514
SS -P-516
55 -MH -S15
SS -P-517
SS -MH -S16
55 -P -S18
SS -MH -S17
SS -P-519
SS -MH -518
SS -P -S20
55 -MH -S19
SS -P-521
SS -MH -S20
New Branch
SS -MH -S7
SS -P-529
SS -MH -S28
SS -P-530
SS -MH -S29
SS -P-531
SS -MH -S30
SS -P-532
SS -MH -S31
SS -P-533
SS -MH -S32
SS -P-534
SS - Output-ALL-Phl.txt
Page 46
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
0.03
App. B-48
SS -MH -533
55-P-535
SS -MH -S34
SS -P-536
55 -MH -S35
SS -P-537
SS -MH -S36
55-P-538
SS -MH -537
SS -P-539
SS -MH -S38
SS -P -S40
SS -MH -S39
SS -P -S41
SS -MH -S40
55 -P -S42
SS -MH -541
New Branch
SS-MH-N1B
SS-P-N1B
SS -MH -N1
SS -P -N16
SS -MH -N17
SS -P -N17
SS -MH -N18
SS -P -N18
SS -MH -N19
SS -P -N19
SS -MH -N20
SS -P -N20
SS -MH -N21
SS - Output-ALL-Phl.txt
Page 47
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
0.05
App. B-49
SS -P -N21
SS -MH -N22
SS -P -N22
SS -MH -N23
SS -P -N23
SS -MH -N24
SS -P -N24
SS -MH -N25
SS -P -N25
SS -MH -N26
New Branch
SS -MH -N4
SS -P -N29
SS -MH -N30
SS -P -N30
SS -MH -N31
SS -P -N31
SS -MH -N32
New Branch
SS -MH -N7
SS -P -N32
SS -MH -N33
SS -P -N33
SS -MH -N34
SS -P -N34
SS -MH -N35
SS -P -N35
SS -MH -N36
SS -P -N36
SS -MH -N37
SS -P -N37
SS - Output-ALL-Phl.txt
Page 48
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
0.05
0.05
App. B-50
SS - Output-ALL-Phl.txt
SS -MH -N38 - - - - - - - 1 0.03
New Branch
SS -MH -N13
SS -P -N13 - SuperCrt
SS -MH -N14 - -
SS -P -N14 - SuperCrt
SS -MH -N15 - - - - - - - 0.07
SS -MH -N13 - -
SS -P -N38 - SuperCrt
SS -MH -N39 - -
SS -P -N39 - SuperCrt
SS -MH -N40 - -
SS -P -N40 - SuperCrt
SS -MH -N41 - - - - - - -
SS -P -N41 - - - - - - SuperCrt
SS -MH -N42 - -
SS -P -N42 - - - - - - SuperCrt
SS -MH -N43 - - - - - - - 0.04
- SuperCrt - -
- SuperCrt - -
SS -P -N49 - - - - - - SuperCrt - -
SS -MH -N50 - - - - - - - 0.04 -
New Branch
New Branch
SS -MH -N44
SS -P -N47
SS -MH -N48
SS -P -N48
SS -MH -N49
New Branch
SS -MH -S19
Page 49
App. B-51
SS -P-522
SS -MH -S21
SS -P -S23
SS -MH -S22
SS -P-524
SS -MH -S23
SS -P -S25
SS -MH -S24
SS -P-526
SS -MH -S25
SS -P -S27
SS -MH -S26
SS -P-528
SS -MH -S27
New Branch
SS -MH -S30
SS -P -S43
SS -MH -S42
SS -P -S44
SS -MH -S43
SS -P-545
SS -MH -S44
SS -P -S46
SS -MH -S45
SS -P -S47
SS -MH -S46
New Branch
SS -MH -S33
SS -P -S48
SS -MH -S47
SS -P -S49
SS - Output-ALL-Phl.txt
Page 50
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
0.04
0.06
App. B-52
SS - Output-ALL-Phl.txt
SS -MH -S48
SS -P -S50 - - - - - - SuperCrt
SS -MH -S49 - - - - - - - 1 0.03
New Branch
SS -MH -N17
SS -P -N26 - - - - - - SuperCrt
SS -MH -N27 - - - - - - -
SS -P -N27 - - - - - - SuperCrt
SS -MH -N28 - - - - - - -
SS -P -N28 - - - - - - SuperCrt
SS -MH -N29 - - - - - - - 0.05
Page 51
App. B-53
SS - Output-South-B.txt
Design Log
InRoads Storm & Sanitary Design Log
Drainage File: P:\Carbondale Investments\06.00 Design Tasks\06.02 - Task 02 Prelim
Plat\Engineering & Design\Calculations\InRoads\SDB\REC-SAN.sdb
Design File: P:\CARBONDALE INVESTMENTS\06.00 DESIGN TASKS\06.02 - TASK 02 PRELIM
PLAT\ENGINEERING & DESIGN\CALCULATIONS\WORKING\JLA\SS WORKING.DWG
Display Log: P:\CARBONDALE INVESTMENTS\06.00 DESIGN TASKS\06.02 - TASK 02 PRELIM
PLAT\ENGINEERING & DESIGN\CALCULATIONS\WORKING\JLA\design.log
Date: Friday, November 05, 2010 4:17:10 PM
Designing manhole SS -MH -S57
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S57
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0200 cfs Flow From:
Fixed
4.0000 ft
0.0200 cfs
Fixed
8.0000
0.0410
0.0600
2.1740
2.3034
Designing manhole SS -MH -S56
Results:
Total Flow:
Status:
Chamber Width:
Designing pipe SS -P -S56
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
in
ft
ft
ft/s
0.0200 cfs
Fixed
4.0000 ft
0.0200 cfs
Fixed
8.0000 in
0.0410 ft
0.0600 ft
2.1740 ft/s
2.3034
Designing manhole SS -MH -S55
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Zone
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Flow Regime: Supercritical
Page 1
App. B-54
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S55
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0200 cfs
Fixed
4.0000 ft
0.0200 cfs
Fixed
8.0000 in
0.0410 ft
0.0600 ft
2.1740 ft/s
2.3034
Designing manhole SS -MH -S54
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S54
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0200 cfs
Fixed
4.0000 ft
0.0200 cfs
Fixed
8.0000 in
0.0410 ft
0.0600 ft
2.1740 ft/s
2.3034
Designing manhole SS -MH -S53
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S53
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
Velocity:
Froude Number:
0.0178 cfs
Fixed
4.0000 ft
0.0178 cfs
Fixed
8.0000 in
0.0390 ft
0.0500 ft
2.0772 ft/s
2.2573
Ss - Output-South-B.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Flow Regime:
Page 2
Upstream
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Supercritical
zone
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Supercritical
App. B-55
Designing manhole SS -MH -S52
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S52
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
0.0178 cfs
Fixed
4.0000 ft
0.0178 cfs
Fixed
8.0000
0.0390
0.0500
2.0772
2.2573
Designing manhole SS -MH -S51
Results:
Total Flow:
Status:
Chamber width:
Designing pipe SS -P -S51
Results:
Total Flow:
Status:
Pipe width:
Depth of Flow:
Critical Depth:
velocity:
Froude Number:
in
ft
ft
ft/s
0.0377 cfs
Fixed
4.0000 ft
0.0377 cfs
Fixed
8.0000 in
0.0560 ft
0.0800 ft
2.6159 ft/s
2.3655
Designing manhole SS -MH -S50
Results:
Total Flow:
Status:
Chamber width:
Designing pipe TEMP-OUT2
Results:
Total Flow:
Status:
Pipe Width:
Depth of Flow:
0.0577 cfs
Fixed
4.0000 ft
0.0577 cfs
Fixed
8.0000 in
0.0680 ft
SS - Output-South-B.txt
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
Upstream
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Capacity:
zone
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
2.5890 cfs
Flow Regime: SuperCritical
Flow From:
Chamber Length:
Flow From:
Slope:
Pipe Height:
Flow Status:
Page 3
Upstream
4.0000 ft
Upstream
0.0220 ft/ft
8.0000 in
Partial
App. B-56
Critical Depth:
Velocity:
Froude Number:
HGL/EGL Computations:
Table A:
SS - Output-South-B.txt
0.1000 ft Capacity: 2.5890 cfs
3.0212 ft/s
2.4741 Flow Regime: SuperCritical
Struct_ID D Q L V d dc vA2/2g Sf Dn_Soffit
EGLdn HGLdn Tot_Loss EGLup HGLup Rim_Elev.
(in) (cfs) (ft) (ft/s) (ft) (ft) (ft) (ft/ft) (ft) (ft)
(ft) (ft) (ft) (ft) (ft)
Outfall
- 5972.93
TEMP-OUT2 8 0.06 33.42 3.02 0.07 0.10 0.14 - 5973.53
5973.08 5972.93 - 5973.77 5973.62 -
SS -MH -S50
5973.77 5973.62 - 5973.77 5973.62 5988.74
SS -P -S51 8 0.04 371.27 2.62 0.06 0.08 0.11 - 5976.65
5976.15 5976.04 - 5984.23 5984.12 -
SS -MH -S51
5984.23 5984.12 - 5984.23 5984.12 5994.42
SS -P -S52 8 0.02 84.10 2.08 0.04 0.05 0.07 - 5984.93
5984.37 5984.30 - 5986.13 5986.07 -
SS -MH -S52
5986.13 5986.07 - 5986.13 5986.07 5995.36
SS -P -S53 8 0.02 81.61 2.08 0.04 0.05 0.07 - 5986.89
5986.33 5986.27 - 5988.04 5987.97
SS -MH -S53
5988.04 5987.97 - 5988.04 5987.97 5996.65
New Branch - - - - - - - - -
5973.08 5972.93 -
SS -MH -S50 - - - - - - - - -
5973.77 5973.62 - 5973.77 5973.62 5988.74
SS -P -s54 8 0.02 26.79 2.17 0.04 0.06 0.07 - 5974.42
5973.87 5973.80 - 5974.37 5974.30 -
SS -MH -S54 - - - - - - - - -
5974.37 5974.30 - 5974.37 5974.30 5988.59
SS -P -S55 8 0.02 72.85 2.17 0.04 0.06 0.07 - 5975.12
5974.57 5974.50 - 5976.09 5976.01 -
SS -MH -S55 - - - - - - - - -
5976.09 5976.01 - 5976.09 5976.01 5988.47
SS -P -S56 8 0.02 90.32 2.17 0.04 0.06 0.07 - 5976.84
5976.29 5976.21 - 5978.19 5978.11 -
SS -MH -S56 - - - - - - - - -
5978.19 5978.11 - 5978.19 5978.11 5989.24
SS -P -S57 8 0.02 206.64 2.17 0.04 0.06 0.07 - 5978.94
5978.39 5978.31 - 5982.84 5982.77
SS -MH -S57 - - 5982.84 5982.77 - 5982.84 5982.77 5991.44
Table B:
LOSSES
Page 4
App. B-57
SS - Output-South-B.txt
1LOSS_COEFFICENTS
Str_ID Hf Hb Hstr Hc He Hj Total 1 Dstr Ko
CD Cd Cq Cp Cb K
outfall
TEMP-OUT2
SS -MH -S50
SS -P -S51
SS -MH -S51
SS -P -S52
SS -MH -S52
SS -P -S53
SS -MH -S53
New Branch
SS -MH -S50
SS -P -S54
SS -MH -S54
SS -P -s55
SS -MH -S55
SS -P -S56
SS -MH -S56
SS -P -S57
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
- SuperCrt
0.04
SS -MH -S57 - - - - - - - 0.04
Page 5
App. B-58
APPENDIX C PUMP STATION COMPUTATIONS
Appendix C-1
r pp
RiVenttge
COU)R ADO
Raw Water System Design Considerations
River Edge Colorado, Garfield County, Colorado
RAW WATER SYSTEM DESIGN CONSIDERATIONS
Source water: Glenwood Ditch
Total Raw Water system demand: 109.50 ac. ft. (0.37 cfs to 1.318 cfs)
Transfer Pump (TP) or Diversion Facility
• Maximum capacity and HP: 0.5 to 1.5 cfs or 224 to 673 gpm; 5 to 10 HP
• Transfer pipe size and material: 18 -inch HDPE
• Approximate Glenwood Ditch invert at diversion: 6014
• Approximate diversion design: 4 ft.(w) by 3 ft.(d); min. 0.5% slope
Pre-treatment Detention Pond
• Approximate crest and bottom elevations: 6016 and 6006
• Approximate emergency outlet elevation: 6013
• Approximate average storage volume: 120,000 to 140,000 cu. ft. (max.
72 hours of retention time)
Diversion Pump (DP)
• Maximum capacity and HP: 0.5 to 2.6 cfs or 224 to 1,211 gpm; <25 HP
• Discharge pressure: 100 psi
Distribution System:
• Pipe size and material: 4- to 8 -inches; HDPE
• Maximum pipe velocity: 5 fps
Filing
Approx. Length of Pipe (ft.)
Min. Elevation
Max. Elevation
1
7,975
5,998
6,024
2
2,290
6,008
6,024
3
4,325
6,000
6,024
4
3,240
6,014
6,022
5
3,280
5,989
5,998
6
6,130
6,016
6,034
Appendix C-2
Notes:
RIVET -Edge
C:OLORAIJO
Raw Water System Design Considerations
River Edge Colorado, Garfield County, Colorado
RAW WATER SYSTEM
PROCESS FLOW DIAGRAM (FIGURE 2)
Glenwood Ditch'
TP (Diversion or Pump) - 0.5 to 1.5 cfs
Overflow to Conveyance 1
Channels/Wetlands or
Cattle Creek
(Elev. 6,013)
Primary Filtration (Screen)
Pretreatment
Detention Basin
(120,000 to
140,000 cu. ft.)
DP (Pump) - 0.5 to 2.7 cfs
Secondary Filtration and/or Treatment
(If necessary)2
Line Pressure - 100 psi
1
Distribution
1. Treatment process considerations for Final Design include the following (at a minimum): suspended solids and organics.
Due to differential and seasonal considerations, these process considerations will be tested on the Glenwood Ditch at the
selected diversion site over a full irrigation season.
2. Secondary filtration and/or treatment will be evaluated based on the results of the tests conducted. Filtration technologies
will very depending on the irrigation equipment requirements and operational considerations.
Appendix C-3
173
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7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
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SCALE IN FEET
Title:
Raw Water Irrigation Schematic
Prepared by:
8140 Partners, LLC
Date:
01/14/2011
Exhibit:
1
Appendix C-4
itiV rat- e
ASI [ )F AUH )
Estimated Flows
River Edge Colorado
Lift Station Calculations (Preliminary)
Average Flows Peak Flows
375 EQRs
350 Gallon/EQR
131,250 Gallons/Day
5,469 Gallons/Hour
91 Gallons/Minute
Sewage Pump Station Design
Static Head
365 Q Pump Design Rate
913 Min. Pump Cycle Volume (V) in V=(Time)(Q)/4
10 Time (minutes)
365 Q (assumed)
6 Diameter of wet well (assumed 6 to 8)
4.32 H=V/UV - height between high and low levels
913 V
211 UV
423 V(tot)=HxUV
12 Cycle Time (T) =V(tot)/(Qd-Qi)+V/Qi
5 Cycles per hour
5975 Pump Elevation
5990 High Point in force main
5940 Low Point in Roaring Fork River crossing
5960 RFWSD WWTP Elevation (at MH 173)
50 Approx. Static Head
Equivalent Length
2050 Force main length
20 Fittings
140 Manholes
2210 Total Equivalent Lengths (EQ)
375 EQRs
350 Gallon/EQR
131,250 Gallons/Day
525,000 Gallons/Day
21,875 Gallons/Hour
365 Gallons/Minute
Friction Head Total Dynamic Head
7.37 Hazen -Williams Eq. 57.37 feet
2.33 Velocity in force main (fps)
Design Pump Break Horsepower
15.09 HP=(Q*TDH)/(k*EFF)
3960 k
35% EFF
River Edge Colorado
1/12/2011 1 of 1 APPEIIP tAon Design
Fri ge
{ (11.012AIHM
River Edge Colorado
Project Wastewater Flow Calculations
REC Private Potable Water and RFWSD Potable Water and Sewer
Sewer System Standards System Standards
Residential (Units) 366 366
Person per Unit 2.70 3.50
Residential (Population) 988 1,281
Residential Use (gpd/unit) 189 350
Residential Use (gpcd) 70 100
Residential Demand (gpd) 69,174 128,100
Commercial (Sq. Ft.) 30,000 30,000
Commercial Use (EQRs/1,000 sq.ft.) 9 9
Commercial Use (gpd/EQR) 189 350
Commercial Demand (gpd) 1,701 3,150
Average Flow with 1/I (gpd) 77,963 131,250
Peak Month Factor 1.5 1.5
Peak Month Flow (gpd) 116,944 196,875
Peak Factor 4 4
Peak Flow (gpd) 311,850 525,000
Lift Station Capacity
Peak Hour Flow (gpd)
Wastewater Treatment Plant Capacity
311,850 525,000
Peak Month Flow (Nominal Capacity) (gpd)
0
l7
45,000
40,000
35,000
30,000
25,000
20,000
15,000
10,000
5,000
0
116,944 196,875
Equalization Storage
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Hourly Flow
Avg Flow
Net Storage
River Edge Colorado
1/12/2011 Wastewh@PFI$'VA.91culations
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Carbondale Investments, LLC
7999 HWY 82
Carbondale, CO 81623
Phone No:
970.456.5325
FORCE MAIN TO A\ \'. v\
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100 0
SCALE IN FEET
Title:
Lift Station Schematic
Prepared by:
8140 Partners, LLC
p
200