12-1077M
2025 Kansas State University Master Plan Update
Sanitary Sewer Collection System
March 12, 2013
FINAL REPORT
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
TABLE OF CONTENTS
1.0
Existing Infrastructure Summary
2.0
Evaluation Process
3.0
Existing ADF and PDF Rates and Modeling
4.0
Proposed ADF and PDF Rates and Modeling
5.0
Evaluation Considerations
6.0
Improvement Recommendations and Cost Estimate
APPENDIX
A-1.
Pipe Summary Report
A-2.
Manhole Summary Report
A-3.
Manhole Inspection Photos
A-4.
Spreadsheet Data: Existing ADF and PDF (PF= 3) Conditions
A-5.
The 2025 Proposed Building ADF Worksheet
A-6.
Spreadsheet Data: Proposed ADF and PDF (PF= 3) Conditions
A-7.
Existing System Map: ADF and PDF (PF=3) Conditions
A-8.
Proposed System Map: ADF and PDF (PF=3) Conditions
TC-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
SECTION 1
EXISTING INFRASTRUCTURE SUMMARY
1.2
SYSTEM BOUNDARY
The collection system boundary can generally be described as East of Dennison, West of North
Manhattan Avenue, South of Jardine Drive and North of Anderson Avenue. Once north of
Jardine Drive, the collection system drains to City of Manhattan sewer system to the east west
and north. Included with this report is a map of the existing system, which illustrates the system
configuration and drainage basin delineation.
1.3
SYSTEM DEVELOPMENT
This system inventory was developed following the review of as-built drawings and the data
compiled from on-site field investigation of system manholes. Minor discrepancies may exist in
the system inventory due to assumptions that were made in the field or inconsistencies
associated with as-built drawings. These inconsistencies may only be found and corrected
through Level 2 (full entry) manhole inspections, dye testing and Closed Circuit Television
(CCTV) inspection of the sewer mains.
1.1
SUMMARY
The Kansas State University sanitary sewer collection system has approximately 26,750 feet of
8” through 24” diameter gravity sewer main. There are many service lateral pipes that are 4
inch and 6 inch in diameter which are part of the collection system but outside the current scope
of this collection system evaluation. Approximately 168 manholes were inspected during this
evaluation. The following table shown below summarizes the evaluated sewer main segments
according to material type, diameter and overall length.
Gravity Sewer Diameter (inches)
Material
8
10
12
15
18
20
Concrete
253
HDPE
650
VCP
9,233
3,700
3,812
1,755
1,020
1,120
PVC
976
309
3,114
425
Total
10,209
4,009
7,829
2,180
1,020
1,120
Table 1: Sewer Main Summary Table
24
365
365
Total
253
650
21,005
4,824
26,732
A Pipe Summary Report and Manhole Summary Report with manhole inspection photos of the
evaluated portion of the system can be found in the Appendix.
END OF SECTION
1-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
SECTION 2
EVALUATION PROCESS
2.1
EVALUATION PROCESS
The sanitary sewer evaluation process consisted of the following major processes by BG
Consultants:
1. Reviewed existing electronic AutoCAD data and established field survey requirements.
2. Conducted field investigation of manholes: surveyed top of rim, surveyed flow lines of
pipes and took inspection photos.
3. Processed survey data and compared to the existing KSU as-built drawings.
4. Established a best fit sewer collection system layout in AutoCAD including pipe size,
pipe material and invert elevations.
5. Imported AutoCAD data into the SewerCAD program and built the Sewer CAD model.
6. Established existing “Estimated” Building Average Daily Flow (ADF) values and
“Measured” Building ADF values (consistent with water master plan estimates).
7. Evaluated the proposed Kansas State project and phasing plan (10/15/2012) which
identified:
a. Proposed Building Name and Use/Type
b. Approximate Gross Square Foot Area
c. Map Reference to Identify Building Location
8. Developed ADF and Peak Daily Flow (PDF) for each proposed building.
9. Developed and calibrated the SewerCAD model to show the existing and proposed
estimated ADF and PDF conditions.
10. Identified conduits that had 25% or less remaining capacity and created 2 system maps
for the following scenarios:
a. Existing Conditions:
i. Dry Weather Conditions (Peak Factor = 1)
ii. Wet Weather Conditions (Peak Factor =3)
b. Proposed Conditions:
i. Dry Weather Conditions (Peak Factor = 1)
ii. Wet Weather Conditions (Peak Factor = 3)
11. Developed total infrastructure improvements cost estimates for existing and proposed
campus build out conditions.
12. Developed infrastructure improvement recommendations
END OF SECTION
2-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
SECTION 3
EXISTING ADF AND PDF RATES AND MODELING
3.1
EXISTING AVERAGE DAILY FLOW
To determine the Average Daily Flow conveyed by the sewer system, water use data was
collected from numerous sources that included Johnson Controls, the City of Manhattan, and KState personnel. All of this data was evaluated in order to determine an average daily water
demand for each building on the K-State Campus during a week day in a winter month and
when students are in session. A table that summarizes the demands that were used is located
in the “2025 Kansas State University Master Plan Update Water Distribution Study”.
No water use data could be provided for roughly half of the buildings that are supplied by the
main distribution system. A demand for each of these buildings was determined based on a
comparison in size and usage of similar buildings that have a known demand. The total K-State
average daily demand of 962,546 gallons was also taken into consideration when determining
the demands for these buildings.
3.2
COMPUTER MODELING
A sewer model was developed in SewerCAD based on the system layout that was developed in
AutoCAD and the estimated building ADF rates. The total daily flow from each building was
assessed to a 10 hour operational period and then fitted to a diurnal patter that is estimated to
replicate campus water use. The model was then processed for ADF and then a corresponding
Peak Daily Flow (PDF).
Peak Daily Flow (PDF) conditions within the collection system follow rainfall events. The
increased flow from ADF to PDF is due to the stormwater Inflow and Infiltration (I&I) that enters
into the sanitary sewer system unintentionally by system owners. I&I enters the system through
broken or vented manhole lids (Inflow) and/or through deteriorated pipe conditions such as
broken or offset pipe joints (Infiltration) when the ground has become saturated. Groundwater
that is typically present above the sewer pipe elevation can also infiltrate through broken pipes.
Campus Creek may have the potential of directly infiltrating into the collection system during
certain times of the year.
Estimated existing “Clear Pipe” Average Daily Flow (ADF) flow conditions do not appear to
exceed the current system capacity. However, as Peaking Factors are assessed to the
estimated ADF, the remaining system capacity reduces and pipe and manhole surcharging
occurs.
3-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
3.3
BG Project # 12-1077M
SEWER PIPE MODELING RESULTS
With the limited existing sewer flow data available, it is reasonable to expect a minimum
Peaking Factor of 3. As increasing Peaking Factors are assessed to the ADF, the system
capacity is reduced. The following chart summarizes this condition:
Flow Condition 25 % Remaining Capacity or Less ADF 0 Pipe Segments PF 3.0 34 Pipe Segments Table 2: Pipe Segment Capacity Results Existing Conditions
3.4
SEWER MANHOLE MODELING RESULTS
The following table indicates the number of manholes that are surcharged to a percentage of
total manhole height.
Surcharge Value (In percentage of total manhole depth) Flow Condition 5‐25 25‐50 50‐75 75‐100 ADF 38 PF 3.0 67 4 2 3 Table 3: Manhole Surcharge Table Existing Conditions
For a PF 3 condition, the model results indicate that 3 manholes are at or very close to Sanitary
Sewer Overflow (SSO’s) conditions and 34 pipe segments have 25% or less capacity remaining
before surcharge conditions occur. The complete tabulation results for the evaluated pipes and
manholes are included in the Appendix of this report.
END OF SECTION
3-2
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
SECTION 4
PROPOSED ADF AND PDF RATES AND MODELING
4.1
PROPOSED AVERAGE DAILY FLOW
The proposed ADF and PDF rates are based on sewer loading rates from these buildings at full
occupancy. The building name, use type, total gross square footage and location and were
provided by Kansas State University through two documents:


The 2025 project and phasing plan worksheet
The 2025 campus building layout plan.
From that information, ADF rates were calculated based on estimating the total usable floor
space, occupants (units) per square foot, the resulting number of occupants, average daily load
per occupant and average daily load per building. The following parameters were utilized:
a.
Gross to Net Area Space Factors:
i. Academic:
1.50
ii. Student Life:
1.54
iii. Athletics:
1.39
iv. Research:
1.75
b. Average Daily Water Use:
v. Student Classroom: 10 gallons per student per day
vi. Student Resident:
85 gallons per student per day
The 2025 project and phasing plan worksheet was amended to include the calculated ADF
values for each building. These flow rates were then added to the Existing ADF values to
establish the Proposed ADF values. This worksheet and the 2025 campus building layout plan
are located in the appendix of this report.
4.2
COMPUTER MODELING
The computer modeling process for ADF and PDF was similar to the process that was followed
under the existing conditions model development.
4.3
SEWER PIPE MODELING RESULTS
The increase in flow from the proposed buildings shows an increase in sewer segments that
have capacity concerns. The following chart summarizes this condition.
4-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
SECTION 5
EVALUATION CONSIDERATIONS
5.1
EVALUATION CONSIDERATIONS:
1. Average Daily Flow Peaking Factors (ADF PF) depend on:
a. Material and Age of the system
b. Amount of Rainfall and Proximity to groundwater and creeks (Campus Creek)
c. Cross connections (sump pumps, rain gutters, foundation drains and storm drains)
d. System deterioration level (Crack, Break, Fracture, Broken and Collapse)
2. The actual ADF and Peak Wet Weather Flow capacity projections were estimated based
on the best information available at the time this report was produced. Ultimately, these
estimates should be verified against actual Flow Monitoring data. This is the most
precise way to calibrate the model to establish more accurate ADF peaking factors that
can be used for planning purposes.
3. It should be noted that the ADF and PDF SewerCAD modeling results were based on
“Clear Pipe” conditions, but it is possible that “Constricting Pipe” conditions may exist
(such as a root intrusions, collapsed pipes or offset joints) which could produce
significantly different field conditions.
4. No CCTV information was available during the development of this report. CCTV
Inspection and Evaluation would provide the following information:
a. Accurate sewer main size and material type for the entire sewer main segment
b. Sewer main tap conditions and locations from upstream and downstream manholes.
c. Defective system components including: offset joints, broken sections, collapsed
sections, root intrusions, vertical sags and vertical deformations.
d. Baseline system condition to be used in Capital Improvement Program
5.2
ADDITIONAL INFORMATION
The following pictures are for comparative purposes only. They are not of the Kansas State
Collection System, but are of other systems in Kansas similar in age, material type and
expected deterioration.
5-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
Figure 2: Sewer Pipe CCTV Inspection Photos
Figure 1: Sewer Pipe Degradation Curve
END OF SECTION
5-2
BG Project # 12-1077M
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
SECTION 6
IMPROVEMENT RECOMMENDATIONS
AND COST ESTIMATE
6.0
EXISTING CONDITIONS ADF
Under Existing Conditions for the Average Daily Flow (ADF), the sanitary sewer collection
system performs as intended and no major system capacity issues are present.
6.2
EXISTING CONDITIONS PDF (PF=3)
Under Existing Conditions for the Peak Daily Flow (PDF) (Peak Factor = 3), the sewer model
shows there are approximately 34 sewer pipe segments that are flowing between 75% - 100%
full. Out of these 34 sewer pipe segments, 3 manholes are at a potential Sanitary Sewer
Overflow (SSO) condition. These manholes include the following: MH 108, MH 114 and MH
115. At this time, there is no immediate recommendation other than to monitor these manholes
during peak flow events.
6.3
PROPOSED CONDITIONS ADF
Under Proposed Conditions for the ADF, the sewer model shows approximately 12 sewer pipe
segments that are flowing between 75% and 100% full. Out of these sewer pipe segments, 6
manholes are at a potential SSO condition. These potential SSO conditions are mainly due to
the estimated flows generated from the proposed buildings east of Mosier Hall. The existing
sewer main that would convey this flow is 6 inch diameter and would have to be upsized. See
Proposed Conditions System Map in the appendix.
6.4
PROPOSED CONDITIONS PDF (PF=3)
Under Proposed Conditions for the PDF (Peak Factor =3), the sewer model shows there are
approximately 84 sewer pipe segments that are flowing between 75%-100% full. Out of these
sewer pipe segments, 35 manholes are at a potential SSO condition.
6.5
RECOMMENDATIONS

It is recommended to perform Closed Circuit Television (CCTV) Inspection of the sewer
mains to properly quantify the deteriorated state. It is very possible that deteriorated
conditions exist that require immediate rehabilitation. If and when this CCTV inspection
is performed, it is recommended to conduct it in accordance with the North American
Sewer Service Companies (NASSCO) Pipeline Assessment Certification Program
(PACP) industry standard.
6-1
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas



6.6
BG Project # 12-1077M
It is recommended to perform a sewer flow monitoring study to verify the SewerCAD
model predictions, match diurnal flow patterns, and confirm the PDF rate that will dictate
the existing infrastructure improvements.
It is recommended to improve the sanitary sewer infrastructure as the proposed building
construction sequence dictates so that all the wastewater is conveyed safely without
SSO’s or system back-ups.
As buildings are constructed, it is recommended to improve pipes to the diameter that is
required for full build-out conditions.
EXISTING PDF IMPROVEMENT COST ESTIMATES
ENGINEER OPINION OF PROBABLE COST
2025 KANSAS STATE UNIVERSITY MASTER PLAN UPDATE
SANITARY SEWER COLLECTION SYSTEM EXISTING PEAK DAILY FLOW (PF=3) CONDITIONS
Bid Item
1
2
3
4
5
6
7
8
9
10
11
12
13
Description
Mobilization and Incidentals
CCTV Cleaning, Inspection and Evaluation
Standard Precast Manhole (8' ‐0" Height)
8" Diameter PVC Sewer Main
10" Diameter PVC Sewer Main
15" Diameter PVC Sewer Main
18" Diameter PVC Sewer Main
21" Diameter PVC Sewer Main
24" Diameter PVC Sewer Main
30" Diameter PVC Sewer Main
Building Service Connection
Flowable Fill
Concrete Surfacing
Quantity
1
26,600
60
80
2,850
100
1,550
450
1,120
365
45
1,870
2,240
Unit Price
‐
$ 2.50
$ 3,846.00
$ 55.00
$ 60.00
$ 75.00
$ 85.00
$ 100.00
$ 110.00
$ 130.00
$ 4,000.00
$ 90.00
$ 100.00
Total
$ 200,004.00
$ 66,500.00
$ 230,760.00
$ 4,400.00
$ 171,000.00
$ 7,500.00
$ 131,750.00
$ 45,000.00
$ 123,200.00
$ 47,450.00
$ 180,000.00
$ 168,300.00
$ 224,000.00
Construction Contingency
Total Construction Cost
Engineering and Inspection Services
Total Project Cost
$ 159,986.40
$ 1,759,850.40
$ 439,962.60
$ 2,199,813.00
6-2
Units
LS
LF
EA
LF
LF
LF
LF
LF
LF
LF
EA
CY
SY
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
6.7
BG Project # 12-1077M
PROPOSED PDF IMPROVEMENT COST ESTIMATE
ENGINEER OPINION OF PROBABLE COST
2025 KANSAS STATE UNIVERSITY MASTER PLAN UPDATE
SANITARY SEWER COLLECTION SYSTEM PROPOSED PEAK DAILY FLOW (PF=3) CONDITIONS
Bid Item
1
2
3
4
5
6
7
8
9
10
11
12
13
14
Description
Mobilization and Incidentals
CCTV Cleaning, Inspection and Evaluation
Standard Precast Manhole (8' ‐0" Height)
8" Diameter PVC Sewer Main
10" Diameter PVC Sewer Main
12" Diameter PVC Sewer Main
15" Diameter PVC Sewer Main
18" Diameter PVC Sewer Main
21" Diameter PVC Sewer Main
24" Diameter PVC Sewer Main
30" Diameter PVC Sewer Main
Building Service Connection
Flowable Fill
Concrete Surfacing
Quantity
1
26,600
105
1,450
6,100
2,350
2,450
1,550
1,150
1,150
370
45
4,025
4,830
Unit Price
‐
$ 2.50
$ 3,846.00
$ 55.00
$ 60.00
$ 65.00
$ 75.00
$ 85.00
$ 100.00
$ 110.00
$ 130.00
$ 4,000.00
$ 90.00
$ 100.00
Total
$ 394,902.00
$ 66,500.00
$ 403,830.00
$ 79,750.00
$ 366,000.00
$ 152,750.00
$ 183,750.00
$ 131,750.00
$ 115,000.00
$ 126,500.00
$ 48,100.00
$ 180,000.00
$ 362,250.00
$ 483,000.00
Construction Contingency
Total Construction Cost
Engineering and Inspection Services
Total Project Cost
$ 309,408.20
$ 3,403,490.20
$ 850,872.55
$ 4,254,362.75
6-3
Units
LS
LF
EA
LF
LF
LF
LF
LF
LF
LF
LF
EA
CY
SY
2025 University Master Plan Update – Sewer Distribution System
Kansas State University, Manhattan, Kansas
BG Project # 12-1077M
APPENDIX
A-1.
Pipe Summary Report
A-2.
Manhole Summary Report
A-3.
Manhole Inspection Photos
A-4.
Spreadsheet Data: Existing ADF and PDF (PF= 3) Conditions
A-5.
The 2025 Proposed Building ADF Worksheet
A-6.
Spreadsheet Data: Proposed ADF and PDF (PF= 3) Conditions
A-7.
Existing System Map: ADF and PDF (PF=3) Conditions
A-8.
Proposed System Map: ADF and PDF (PF=3) Conditions
A-1
PIPE SUMMARY REPORT
KANSAS STATE UNIVERSITY SEWER MASTER PLAN
BG PROJECT NUMBER 12‐1077M
Label
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
35
36
37
38
39
40
41
42
43
44
Up MH
1689
185
186
189
188
187
190
191
192
193
194
195
196
197
178
177
175
174
160
1634
176
1650
161
162
163
164
165
166
167
168
179
1613
Invert (Start) (ft)
1099
1095.96
1095.82
1100.85
1100.5
1094.98
1094.74
1094.46
1092.95
1086.24
1084.95
1081.84
1076.27
1074.07
1073.7
1070.93
1070.06
1064.89
1063.35
1070.04
1073.96
1078.21
1061.36
1060.73
1060.59
1060.23
1060.18
1059.88
1059.44
1059.14
1073.92
1068.04
Down MH
185
186
187
188
187
190
191
192
193
194
195
196
197
178
177
175
174
161
161
174
175
177
162
163
164
165
166
167
168
169
169
169
Invert (Stop) (ft)
1096.96
1095.97
1095.03
1100.69
1095.44
1094.83
1094.51
1093.12
1087.87
1085.09
1081.98
1076.74
1074.13
1073.74
1071
1070.2
1065.4
1061.55
1061.76
1064.92
1072.36
1070.96
1060.89
1060.68
1060.28
1060.36
1060.01
1059.6
1059.22
1059.1
1059.89
1060.47
Conduit Shape
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Page 1 of 5
Material
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
VCP
VCP
Manning's n Diameter (in) Length (ft)
0.01
8
54
0.01
8
81
0.01
8
97
0.01
12
66
0.01
12
54
0.01
12
133
0.01
12
85
0.01
12
204
0.01
12
209
0.01
12
78
0.01
12
93
0.01
12
155
0.01
12
110
0.01
12
86
0.01
12
286
0.01
12
191
0.01
12
187
0.01
12
291
0.01
10
57
0.01
8
48
0.01
8
145
0.01
8
21
0.01
12
184
0.01
12
105
0.01
12
57
0.01
12
43
0.01
12
55
0.01
12
251
0.01
12
111
0.01
12
42
0.013
6
366
0.013
8
316
Slope (%)
3.80%
0.00%
0.80%
0.20%
9.40%
0.10%
0.30%
0.70%
2.40%
1.50%
3.20%
3.30%
1.90%
0.40%
0.90%
0.40%
2.50%
1.10%
2.80%
10.70%
1.10%
34.50%
0.30%
0.00%
0.50%
‐0.30%
0.30%
0.10%
0.20%
0.10%
3.80%
2.40%
Label
45
46
49
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
83
84
Up MH
169
170
172
173
150
151
152
146
147
148
149
133
134
135
137
136
138
103
104
139
101
100
105
159
158
157
156
155
154
153
145
144
142
141
140
107
Invert (Start) (ft)
1058.42
1057.73
1048.58
1048.29
1046.85
1046.55
1044.91
1049.93
1049.11
1048.13
1047.21
1059.41
1057.56
1063.92
1059.05
1055.04
1056
1042.65
1040.61
1050.8
1039.44
1037.39
1033.79
1054.71
1051.14
1050.27
1049.18
1048.5
1047.6
1045.98
1042.36
1041.95
1048.61
1039.67
1039.19
1038.32
Down MH
170
171
173
150
151
152
104
147
148
149
103
134
136
137
138
139
103
104
101
101
100
105
113
158
157
156
155
154
153
145
144
140
141
140
106
108
Invert (Stop) (ft)
1057.58
1050.11
1048.29
1046.85
1046.5
1044.98
1040.81
1049.15
1048.24
1047.21
1042.91
1058.01
1055.34
1059.14
1056.12
1050.95
1042.91
1041.48
1039.65
1039.65
1037.96
1035
1033.46
1051.39
1050.35
1049.43
1048.52
1048.05
1046.08
1042.45
1041.95
1039.48
1040.27
1039.53
1036.61
1037.2
Conduit Shape
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Page 2 of 5
Material
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
Manning's n Diameter (in) Length (ft)
0.013
12
135
0.013
12
564
0.013
12
51
0.013
12
245
0.013
12
61
0.013
10
241
0.013
10
693
0.013
8
132
0.013
8
104
0.013
8
112
0.013
8
516
0.013
8
150
0.013
8
210
0.013
8
94
0.013
8
272
0.013
8
432
0.013
8
425
0.013
10
23
0.013
10
120
0.013
8
418
0.013
10
11
0.013
10
135
0.013
20
63
0.013
8
135
0.013
15
208
0.013
15
268
0.013
15
224
0.013
15
224
0.013
15
250
0.013
15
277
0.013
15
73
0.013
18
427
0.013
8
167
0.013
10
11
0.013
18
292
0.013
8
198
Slope (%)
0.60%
1.40%
0.60%
0.60%
0.60%
0.70%
0.60%
0.60%
0.80%
0.80%
0.80%
0.90%
1.10%
5.10%
1.10%
0.90%
3.10%
5.10%
0.80%
2.70%
13.50%
1.80%
0.50%
2.50%
0.40%
0.30%
0.30%
0.20%
0.60%
1.30%
0.60%
0.60%
5.00%
1.30%
0.90%
0.60%
Label
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
115
116
117
119
121
122
123
124
125
Up MH
112
111
110
109
108
113
114
115
117
116
118
132
131
130
129
126
125
127
128
124
123
119
120
121
102
99
97
96
92
91
93
90
89
88
87
86
Invert (Start) (ft)
1056.21
1055.55
1049.84
1043.54
1037.22
1033.46
1036.11
1034.81
1033.7
1031.84
1030.33
1061.02
1054.3
1052.2
1050.4
1035.1
1033.71
1030.93
1047.41
1030.3
1027.71
1029.4
1032
1030.3
1040.67
1039.02
1038.7
1039.18
1038.51
1037.3
1038.71
1036.59
1036.4
1034.7
1033.43
1031.7
Down MH
111
110
109
108
114
116
115
117
120
118
119
131
130
129
128
125
124
124
127
123
122
123
121
122
99
97
96
92
91
90
90
89
88
87
86
84
Invert (Stop) (ft)
1055.6
1050.1
1043.7
1038
1036.4
1031.94
1034.7
1033.84
1032.2
1030.52
1029.4
1054.4
1052.31
1050.62
1048.33
1033.83
1032.1
1030.3
1031
1029.22
1027.6
1027.8
1030.4
1029.6
1039.72
1038.65
1038.46
1038.94
1037.5
1036.6
1037.03
1036.4
1034.34
1033.43
1031.9
1030.3
Conduit Shape
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Page 3 of 5
Material
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
PVC
PVC
PVC
VCP
VCP
VCP
PVC
VCP
VCP
VCP
VCP
Manning's n Diameter (in) Length (ft)
0.013
8
26
0.013
8
214
0.013
8
101
0.013
8
127
0.013
8
202
0.013
20
289
0.013
8
233
0.013
8
177
0.013
8
356
0.013
20
284
0.013
20
221
0.013
8
123
0.013
8
209
0.013
8
223
0.013
8
250
0.013
10
32
0.013
10
79
0.013
12
104
0.013
12
305
0.013
12
21
0.013
24
74
0.013
20
263
0.013
8
350
0.013
8
13
0.013
8
148
0.01
15
167
0.01
15
89
0.01
15
95
0.013
8
134
0.013
8
61
0.013
10
195
0.01
15
74
0.013
10
231
0.013
10
147
0.013
10
167
0.013
10
165
Slope (%)
2.30%
2.50%
6.10%
4.40%
0.40%
0.50%
0.60%
0.50%
0.40%
0.50%
0.40%
5.40%
1.00%
0.70%
0.80%
4.00%
2.00%
0.60%
5.40%
5.10%
0.10%
0.60%
0.50%
5.40%
0.60%
0.20%
0.30%
0.30%
0.80%
1.10%
0.90%
0.30%
0.90%
0.90%
0.90%
0.80%
Label
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
157
158
159
160
161
162
Up MH
88
122
84
85
61
62
64
65
48
49
50
51
52
53
54
55
58
56
57
59
60
67
66
69
68
70
71
199
198
201
45
35
34
33
32
31
Invert (Start) (ft)
1034.6
1027.34
1029
1026.19
1025.99
1026
1026
1025.22
1065.01
1057.79
1054.83
1051.41
1049.8
1047.8
1044.1
1042.42
1038.02
1035.39
1034.79
1031.3
1027.73
1026.7
1024.8
1023.2
1025.38
1022.03
1021.5
1020.27
1021.08
1019.74
1074.73
1066.17
1082
1065.74
1064.4
1062
Down MH
84
85
85
61
63
64
65
66
49
50
51
52
53
54
55
58
56
57
59
60
67
68
69
70
71
198
199
200
201
200
35
33
33
32
31
28
Invert (Stop) (ft)
1029.3
1026.3
1027.52
1026.22
1025.92
1025.8
1025.23
1025.1
1058.3
1054.61
1051.9
1050.5
1048.2
1045
1042.42
1038.22
1036.8
1034.9
1031.93
1028.12
1026.8
1025.5
1023.54
1022.3
1021.5
1021.08
1020.21
1019.61
1020.13
1019.7
1066.2
1066
1079.82
1064.63
1062.12
1061
Conduit Shape
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Page 4 of 5
Material
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
PVC
PVC
PVC
PVC
VCP
PVC
PVC
VCP
VCP
VCP
VCP
VCP
VCP
Concrete
VCP
VCP
VCP
VCP
VCP
PVC
PVC
VCP
VCP
VCP
Manning's n Diameter (in) Length (ft)
0.013
8
459
0.013
24
207
0.013
12
10
0.013
24
64
0.013
24
20
0.013
12
20
0.013
12
96
0.013
12
108
0.013
8
37
0.013
8
258
0.013
8
152
0.01
8
50
0.01
6
77
0.01
8
229
0.01
8
44
0.013
8
105
0.01
8
31
0.01
8
73
0.013
8
196
0.013
8
187
0.013
10
117
0.013
12
199
0.013
12
270
0.013
12
247
0.013
12
528
0.013
12
253
0.013
15
192
0.013
15
39
0.013
12
256
0.013
18
6
0.013
6
139
0.01
10
173
0.01
8
103
0.013
10
131
0.013
10
223
0.013
10
191
Slope (%)
1.20%
0.50%
14.80%
0.00%
0.30%
1.00%
0.80%
0.10%
18.10%
1.20%
1.90%
1.80%
2.10%
1.20%
3.80%
4.00%
3.90%
0.70%
1.50%
1.70%
0.80%
0.60%
0.50%
0.40%
0.70%
0.40%
0.70%
1.70%
0.40%
‐0.70%
6.10%
0.10%
2.10%
0.80%
1.00%
0.50%
Label
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
181
182
187
188
189
207
208
209
210
211
214
225
227
230
231
232
233
Up MH
30
29
23
22
27
28
24
21
20
18
17
36
37
38
39
14
13
42
43
44
171
106
4859
16
‐15
201
92
63
12
206
96
MH‐A
Invert (Start) (ft)
1066
1065.33
1058.79
1052.1
1064.84
1061
1054.75
1050.5
1050.43
1049.5
1048.02
1068.81
1065.43
1054.7
1052.34
1039.4
1035.39
1050.31
1047.94
1033
1049.82
1036.4
1048.3
1046.8
1040.77
1019.65
1039.04
1025.51
1035.2
1032.89
1038.46
1038.49
Down MH
29
27
22
21
21
18
20
20
18
17
16
37
38
39
4859
13
12
43
44
206
172
105
16
‐15
14
OF‐2
93
OF‐13
OF‐16
OF‐17
MH‐A
93
Invert (Stop) (ft)
1065.2
1064.9
1052.1
1050.5
1050.53
1049.61
1050.43
1050.43
1049.61
1048.04
1046.9
1067.14
1054.7
1052.4
1048.98
1037.8
1035.2
1047.63
1047.4
1032.91
1048.85
1033.9
1046.94
1040.82
1039.46
1039.35
1038.41
1038.86
Conduit Shape
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Circular Pipe
Page 5 of 5
Material
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
HDPE
VCP
VCP
VCP
VCP
VCP
HDPE
HDPE
PVC
PVC
VCP
VCP
VCP
VCP
HDPE
HDPE
VCP
PVC
VCP
Manning's n Diameter (in) Length (ft)
0.013
8
122
0.013
8
79
0.013
8
90
0.013
10
281
0.013
8
203
0.013
10
292
0.013
12
85
0.013
10
5
0.013
10
61
0.013
12
62
0.013
10
58
0.013
8
56
0.013
8
123
0.013
8
120
0.013
8
168
0.013
12
103
0.013
12
53
0.01
10
79
0.01
12
15
0.013
12
60
0.013
12
286
0.013
18
294
0.013
8
250
0.013
12
310
0.013
12
122
0.013
12
55
0.013
10
11
0.013
12
33
0.013
12
42
0.013
12
31
0.01
12
23
0.013
10
80
Slope (%)
0.70%
0.50%
7.40%
0.60%
7.00%
3.90%
5.10%
1.40%
1.30%
2.40%
1.90%
3.00%
8.70%
1.90%
2.00%
1.60%
0.40%
3.40%
3.60%
0.10%
0.30%
0.90%
0.50%
1.90%
1.10%
‐2.80%
0.20%
‐0.50%
MANHOLE SUMMARY REPORT
KANSAS STATE UNIVERSITY SEWER MASTER PLAN
BG PROJECT NUMBER 12‐1077M
Label
MH‐A
SS12
SS13
SS14
SS‐15
SS16
SS17
SS18
SS20
SS21
SS22
SS23
SS24
SS27
SS28
SS29
SS30
SS31
SS32
SS33
SS34
SS35
SS36
SS37
SS38
SS39
SS42
SS43
SS44
SS45
SS48
SS49
SS50
SS51
SS52
SS53
SS54
SS55
SS56
SS57
SS58
Elevation (Rim) (ft)
1,045.52
1,047.50
1,049.17
1,050.05
1,050.27
1,053.84
1,055.24
1,062.44
1,066.79
1,066.88
1,062.12
1,064.79
1,065.77
1,073.01
1,072.55
1,073.36
1,073.98
1,074.32
1,085.85
1,087.27
1,085.46
1,088.02
1,075.50
1,074.79
1,067.85
1,064.32
1,057.17
1,054.63
1,054.35
1,085.53
1,073.42
1,072.27
1,069.24
1,066.78
1,066.56
1,064.07
1,048.84
1,049.09
1,041.54
1,039.71
1,042.94
Elevation (Invert) (ft)
1,038.41
1,035.20
1,035.39
1,039.40
1,040.77
1,046.80
1,048.02
1,049.50
1,050.43
1,050.50
1,052.10
1,058.79
1,054.75
1,064.84
1,061.00
1,065.20
1,065.74
1,062.00
1,064.40
1,065.74
1,082.00
1,066.17
1,068.81
1,065.43
1,054.70
1,052.34
1,050.31
1,047.63
1,033.00
1,074.73
1,065.01
1,057.79
1,054.53
1,051.41
1,049.80
1,047.80
1,044.10
1,042.42
1,035.39
1,034.79
1,038.02
Page 1 of 4
Depth (Structure) (ft)
7.11
12.3
13.78
10.65
9.5
7.04
7.22
12.94
16.36
16.38
10.02
6
11.02
8.17
11.55
8.16
8.24
12.32
21.45
21.53
3.46
21.85
6.69
9.36
13.15
11.98
6.86
7
21.35
10.8
8.41
14.48
14.71
15.37
16.76
16.27
4.74
6.67
6.15
4.92
4.92
Label
SS59
SS60
SS61
SS62
SS63
SS64
SS65
SS66
SS67
SS68
SS69
SS70
SS71
SS84
SS85
SS86
SS87
SS88
SS89
SS90
SS91
SS92
SS93
SS96
SS97
SS99
SS100
SS101
SS102
SS103
SS104
SS105
SS106
SS107
SS108
SS109
SS110
SS111
SS112
SS113
SS114
SS115
SS116
SS117
SS118
SS119
Elevation (Rim) (ft)
1,036.14
1,033.63
1,034.31
1,034.69
1,033.81
1,033.89
1,033.68
1,032.59
1,032.23
1,032.11
1,031.43
1,030.43
1,029.87
1,035.09
1,034.40
1,037.59
1,037.34
1,039.22
1,043.54
1,042.54
1,043.83
1,045.52
1,046.42
1,046.46
1,051.00
1,046.22
1,046.79
1,046.94
1,049.17
1,049.75
1,049.35
1,042.77
1,045.16
1,047.14
1,044.60
1,051.03
1,056.82
1,066.24
1,068.86
1,045.32
1,044.80
1,042.69
1,045.66
1,042.38
1,044.91
1,041.58
Elevation (Invert) (ft)
1,031.30
1,027.73
1,025.99
1,026.00
1,025.51
1,025.80
1,025.22
1,024.80
1,026.70
1,025.38
1,023.20
1,022.03
1,021.50
1,029.00
1,026.19
1,031.70
1,033.43
1,034.34
1,036.40
1,036.59
1,037.30
1,038.51
1,038.71
1,038.46
1,038.65
1,039.02
1,037.39
1,039.44
1,040.67
1,042.65
1,040.61
1,033.79
1,036.40
1,038.32
1,037.20
1,043.54
1,049.84
1,055.55
1,056.21
1,033.46
1,036.11
1,034.70
1,031.84
1,033.70
1,030.33
1,029.40
Page 2 of 4
Depth (Structure) (ft)
4.84
5.9
8.32
8.69
8.3
8.09
8.46
7.79
5.53
6.73
8.23
8.4
8.37
6.09
8.21
5.89
3.91
4.88
7.14
5.95
6.53
7.01
7.71
8
12.35
7.2
9.4
7.5
8.5
7.1
8.74
8.98
8.76
8.82
7.4
7.49
6.98
10.69
12.65
11.86
8.69
7.99
13.82
8.68
14.58
12.18
Label
SS120
SS121
SS122
SS123
SS124
SS125
SS126
SS127
SS128
SS129
SS130
SS131
SS132
SS133
SS134
SS135
SS136
SS137
SS138
SS139
SS140
SS141
SS142
SS144
SS145
SS146
SS147
SS148
SS149
SS150
SS151
SS152
SS153
SS154
SS155
SS156
SS157
SS158
SS159
SS160
SS161
SS162
SS163
SS164
SS165
SS166
Elevation (Rim) (ft)
1,040.26
1,038.04
1,037.57
1,037.23
1,037.37
1,038.73
1,040.30
1,039.31
1,057.63
1,065.85
1,070.18
1,066.29
1,067.02
1,069.81
1,066.54
1,068.52
1,067.95
1,065.60
1,063.12
1,061.01
1,052.05
1,052.10
1,053.09
1,055.49
1,053.76
1,060.55
1,061.46
1,059.28
1,055.96
1,052.13
1,053.10
1,051.23
1,054.62
1,056.41
1,059.68
1,063.95
1,059.56
1,067.94
1,068.33
1,067.34
1,067.76
1,069.89
1,069.31
1,068.49
1,071.10
1,070.95
Elevation (Invert) (ft)
1,032.00
1,030.30
1,027.34
1,027.71
1,030.30
1,033.71
1,035.10
1,030.93
1,047.41
1,050.40
1,052.20
1,054.30
1,061.02
1,059.41
1,057.56
1,063.92
1,055.04
1,059.05
1,056.00
1,050.80
1,039.19
1,039.67
1,048.61
1,041.95
1,042.36
1,049.93
1,049.11
1,048.13
1,047.21
1,046.85
1,046.50
1,044.91
1,045.98
1,047.60
1,048.50
1,049.18
1,050.27
1,051.14
1,054.71
1,063.35
1,061.36
1,060.73
1,060.59
1,060.23
1,060.18
1,059.88
Page 3 of 4
Depth (Structure) (ft)
8.26
7.74
10.23
9.52
7.07
5.02
5.2
8.38
10.22
15.45
17.98
11.99
6
10.4
8.98
4.6
12.91
6.55
7.12
10.21
12.86
12.43
4.48
13.54
11.4
10.62
12.35
11.15
8.75
5.28
6.6
6.32
8.64
8.81
11.18
14.77
9.29
16.8
13.62
3.99
6.4
9.16
8.72
8.26
10.92
11.07
Label
SS167
SS168
SS169
SS170
SS171
SS172
SS173
SS174
SS175
SS176
SS177
SS178
SS179
SS185
SS186
SS187
SS188
SS189
SS190
SS191
SS192
SS193
SS194
SS195
SS196
SS197
SS198
SS199
SS200
SS201
SS206
SS1613
SS1634
SS1650
SS1689
SS4859
Elevation (Rim) (ft)
1,065.95
1,065.39
1,065.04
1,065.28
1,058.33
1,058.35
1,056.86
1,073.66
1,082.93
1,081.99
1,083.10
1,084.42
1,079.17
1,102.94
1,104.47
1,106.18
1,108.83
1,107.32
1,109.79
1,109.42
1,106.34
1,099.12
1,096.05
1,094.70
1,094.72
1,087.42
1,029.74
1,029.22
1,029.54
1,029.71
1,043.54
1,074.04
1,076.04
1,084.21
1,102.87
1,061.24
Elevation (Invert) (ft)
1,059.44
1,059.14
1,058.42
1,057.58
1,049.82
1,048.58
1,048.29
1,064.89
1,070.06
1,073.96
1,070.93
1,073.70
1,073.92
1,095.96
1,095.82
1,094.98
1,100.50
1,100.85
1,094.74
1,094.46
1,092.95
1,086.24
1,084.95
1,081.84
1,076.27
1,074.07
1,021.08
1,020.21
1,019.61
1,019.65
1,032.89
1,068.04
1,070.04
1,078.21
1,099.00
1,048.30
Page 4 of 4
Depth (Structure) (ft)
6.51
6.25
6.62
7.7
8.51
9.77
8.57
8.77
12.87
8.03
12.17
10.72
5.25
6.98
8.65
11.2
8.33
6.47
15.05
14.96
13.39
12.88
11.1
12.86
18.45
13.35
8.66
9.01
9.93
10.06
10.65
6
6
6
3.87
12.94
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
EXISTING CONDITIONS
SEWER PIPES
Dry Loading Conditions (ADF)
Label
12
13
14
Start Node
1689
185
186
Stop Node
185
186
187
Material
PVC
PVC
PVC
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
35
36
37
38
39
40
41
42
43
44
45
46
49
51
52
53
54
55
56
57
189
188
187
190
191
192
193
194
195
196
197
178
177
175
174
160
1634
176
1650
161
162
163
164
165
166
167
168
179
1613
169
170
172
173
150
151
152
146
147
148
188
187
190
191
192
193
194
195
196
197
178
177
175
174
161
161
174
175
177
162
163
164
165
166
167
168
169
169
169
170
171
173
150
151
152
104
147
148
149
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
1.31
54
8
1.33
81
8
3.31
97
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
10
8
8
8
12
12
12
12
12
12
12
12
6
8
12
12
12
12
12
10
10
8
8
8
70.03
72.66
78.54
78.52
81.2
83.84
96.91
102.14
102.16
117.83
117.79
117.79
128.07
129
131.67
49.37
2.63
1.6
10.47
169.77
175.72
175.56
175.52
175.53
175.61
182.25
182.19
10.54
0.08
192.31
193.37
194.20
204.11
203.94
203.94
204.15
35.03
35.06
37.89
Page 1 of 16
66
54
133
85
204
209
78
93
155
110
86
286
191
187
291
57
48
145
21
184
105
57
43
55
251
111
42
366
316
135
564
51
245
61
241
693
132
104
112
Slope (ft/ft)
0.038
0
0.008
Capacity Velocity Depth (Average End) / Rise (Full Flow) (Average) (Maximum) (%)
(ft/s)
(gal/min)
1,370.36
0.63
2.33
‐78.34
0
52.58
636.28
0.53
15.8
0.002
0.094
0.001
0.003
0.007
0.024
0.015
0.032
0.033
0.019
0.004
0.009
0.004
0.025
0.011
0.028
0.107
0.011
0.345
0.003
0
0.005
‐0.003
0.003
0.001
0.002
0.001
0.038
0.024
0.006
0.014
0.006
0.006
0.006
0.007
0.006
0.006
0.008
0.008
1,023.49
6,363.16
698.09
1,081.31
1,684.74
3,240.81
2,524.04
3,714.77
3,770.63
2,899.38
1,287.66
2,019.73
1,285.11
3,281.46
2,227.01
2,135.04
2,302.67
740.62
4,142.64
1,050.59
453.61
1,532.99
‐1,142.96
1,155.68
694.28
925.43
641.50
493.05
839.42
1,261.32
1,858.61
1,205.77
1,225.88
1,211.21
793.67
756.36
416.9
496.04
491.54
1.66
6
1.27
1.73
2.37
3.74
3.16
4.15
4.19
3.5
1.98
2.72
1.98
3.81
2.91
1.52
1.27
0.42
2.7
1.73
0.95
2.24
0.21
1.83
1.28
1.57
1.21
1.12
0.43
1.95
2.56
1.88
1.91
1.89
2.02
1.95
0.69
0.71
0.7
17.71
7.51
22.65
18.24
14.94
11.08
13.38
11.41
11.33
14.1
20.44
16.39
21.32
13.54
16.5
10.5
11.39
3.46
15.59
27.18
43.18
55.71
69.56
26.34
34.29
30.09
36.48
10.11
0.81
31.58
21.78
27.35
27.7
30.8
34.59
35.5
19.6
18
18.76
Label
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
83
84
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
Start Node
149
133
134
135
137
136
138
103
104
139
101
100
105
159
158
157
156
155
154
153
145
144
142
141
140
107
112
111
110
109
108
113
114
115
117
116
118
132
131
130
129
126
125
127
128
124
123
119
120
121
Stop Node
103
134
136
137
138
139
103
104
101
101
100
105
113
158
157
156
155
154
153
145
144
140
141
140
106
108
111
110
109
108
114
116
115
117
120
118
119
131
130
129
128
125
124
124
127
123
122
123
121
122
Material
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
38.03
516
8
79.66
150
8
79.72
210
8
21.9
94
8
21.97
272
8
79.83
432
8
44.48
425
10
82.52
23
10
286.61
120
8
79.94
418
10
366.54
11
10
366.58
135
20
1,514.26
63
8
0.04
135
15
179.69
208
15
179.82
268
15
891.83
224
15
891.94
224
15
892.06
250
15
892.2
277
15
892.24
73
18
1,089.54
427
8
57.77
167
10
57.77
11
18
1,147.48
292
8
3.2
198
8
16.23
26
8
202.52
214
8
202.49
101
8
202.5
127
8
205.73
202
20
1,525.45
289
8
205.68
233
8
205.71
177
8
205.79
356
20
1,525.58
284
20
1,525.70
221
8
16.25
123
8
16.26
209
8
32.4
223
8
32.21
250
10
23.03
32
10
23.04
79
12
54.84
104
12
55.07
305
12
77.64
21
24
1,583.15
74
20
1,525.84
263
8
205.81
350
8
205.8
13
Page 2 of 16
Slope (ft/ft)
0.008
0.009
0.011
0.051
0.011
0.009
0.031
0.051
0.008
0.027
0.135
0.018
0.005
0.025
0.004
0.003
0.003
0.002
0.006
0.013
0.006
0.006
0.05
0.013
0.009
0.006
0.023
0.025
0.061
0.044
0.004
0.005
0.006
0.005
0.004
0.005
0.004
0.054
0.01
0.007
0.008
0.04
0.02
0.006
0.054
0.051
0.001
0.006
0.005
0.054
Capacity Velocity Depth (Average End) / Rise (Full Flow) (Average) (Maximum) (%)
(ft/s)
(gal/min)
495.09
0.69
18.76
523.95
1.02
26.35
557.62
1.01
25.55
1,222.99
1.27
9.27
562.89
0.72
13.49
527.71
0.91
26.29
951.81
1.22
14.72
2,217.84
1.32
13.18
879.52
2.18
39.3
885.78
1.06
20.3
3,606.91
5.9
21.53
1,308.38
2.9
36.22
4,518.92
1.83
39.93
850.5
0.36
1.58
1,786.73
0.88
21.41
1,623.12
0.75
28.18
1,573.71
1.26
56.57
1,299.45
1.02
60.85
2,260.63
1.38
43.67
3,272.85
1.67
36.56
2,172.74
1.2
45.01
3,585.61
1.36
37.81
1,211.99
1.71
14.86
1,109.35
1
18.6
4,431.46
1.47
34.72
407.90
0.35
32.44
830.72
1.01
17.05
865.50
1.98
32.91
1,337.21
2.54
26.3
1,132.73
2.23
28.6
345.55
0.96
55.56
4,528.15
1.84
39.99
421.9
1.02
58.23
401.49
0.91
50.72
352.04
0.78
54.93
4,256.73
1.74
41.38
4,050.36
1.67
42.53
1,258.20
1.38
7.93
529.21
0.73
12.01
456.51
0.78
18.04
493.50
0.73
17.31
1,958.97
1.33
7.63
1,403.79
1.04
8.92
1,244.53
0.7
14.32
3,708.99
1.6
8.49
3,626.22
1.72
10.12
3,914.52
1.13
44.26
4,870.01
1.88
43.07
366.69
0.68
53.58
1,258.50
1.43
27.37
Label
111
112
113
115
116
117
119
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
157
158
159
160
161
162
163
164
Start Node
102
99
97
96
92
91
93
90
89
88
87
86
88
122
84
85
61
62
64
65
48
49
50
51
52
53
54
55
58
56
57
59
60
67
66
69
68
70
71
199
198
201
45
35
34
33
32
31
30
29
Stop Node
99
97
96
92
91
90
90
89
88
87
86
84
84
85
85
61
63
64
65
66
49
50
51
52
53
54
55
58
56
57
59
60
67
68
69
70
71
198
199
200
201
200
35
33
33
32
31
28
29
27
Material
Vitrified Clay
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
PVC
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Concrete
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
110.99
148
15
135.75
167
15
135.79
89
15
(N/A)
95
8
25.46
134
8
25.47
61
10
116.37
195
15
224.13
74
10
236.46
231
10
(N/A)
147
10
118.28
167
10
118.34
165
8
118.35
459
24
1,789.05
207
12
236.69
10
24
2,025.66
64
24
2,025.61
20
12
0.01
20
12
0.05
96
12
0.09
108
8
172.91
37
8
172.98
258
8
175.29
152
8
187.56
50
6
187.57
77
8
191.31
229
8
203.57
44
8
203.6
105
8
203.6
31
8
203.62
73
8
203.67
196
8
210.9
187
10
210.94
117
12
211.02
199
12
0.19
270
12
0.29
247
12
214.37
528
12
0.39
253
15
214.47
192
15
214.49
39
12
0.49
256
18
214.49
6
6
80.88
139
10
99.31
173
8
0.03
103
10
99.38
131
10
107.68
223
10
107.74
191
8
29.26
122
8
29.28
79
Page 3 of 16
Slope (ft/ft)
0.006
0.002
0.003
0.003
0.009
0.011
0.004
0.003
0.009
0.009
0.009
0.008
0.012
0.005
0.148
0
0.003
0.01
0.008
0.001
0.181
0.012
0.019
0.018
0.021
0.012
0.038
0.04
0.039
0.007
0.015
0.017
0.008
0.006
0.005
0.004
0.007
0.004
0.007
0.017
0.004
‐0.007
0.061
0.001
0.021
0.008
0.01
0.005
0.007
0.005
Capacity Velocity Depth (Average End) / Rise (Full Flow) (Average) (Maximum) (%)
(ft/s)
(gal/min)
434.52
1
34.49
1,774.04
0.77
20.27
1,957.19
0.75
17.83
1,894.37
(N/A)
(N/A)
502.42
0.46
15.31
580.98
0.49
28.07
653.03
0.72
28.55
1,909.78
0.85
23.14
928.6
1.15
45.04
914
(N/A)
(N/A)
941.21
0.89
23.96
905.78
0.82
24.41
582.78
0.99
30.57
7,196.64
1.74
49.96
6,151.52
2.45
13.4
‐2,198.21
0.06
70.06
6,006.65
1.53
40.01
1,599.01
0.13
10.5
1,432.06
0.22
0.5
533
0.14
1.03
2,309.59
3.63
18.48
602.11
1.43
51.25
752.99
1.54
32.83
951.16
1.81
30.11
471.91
1.97
43.8
779.61
1.55
33.71
1,377.67
2.27
27.67
1,084.69
1.91
29.37
1,398.68
2.24
25.78
577.64
1.2
40.97
655.13
1.29
38.26
707.24
1.33
37.43
876.7
0.95
33.37
1,241.70
0.83
27.87
1,092.33
0.28
1.11
965.22
0.3
1.38
1,370.72
0.85
26.73
979.83
0.33
1.66
2,376.41
0.66
26.47
3,771.53
0.89
54.23
974.08
0.36
1.74
‐3,849.31
0
59.86
623.84
2.07
37.47
400.72
0.58
33.94
1,025.72
0.37
0.42
905.16
0.88
22.37
994.3
0.95
22.22
711.52
0.69
26.3
439.18
0.68
27.65
400.12
0.59
18.33
Label
165
166
167
168
169
170
171
172
173
174
175
176
177
181
182
187
188
189
207
208
209
210
211
214
225
227
230
231
232
233
234
235
236
237
238
239
Start Node
23
22
27
28
24
21
20
18
17
36
37
38
39
14
13
42
43
44
171
106
4859
16
‐15
201
92
63
12
206
96
MH‐A
213
212
211
210
209
208
Stop Node
22
21
21
18
20
20
18
17
16
37
38
39
4859
13
12
43
44
206
172
105
16
‐15
14
OF‐2
93
OF‐13
OF‐16
OF‐17
MH‐A
93
212
211
210
209
208
142
Material
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Vitrified Clay
HDPE
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
HDPE
HDPE
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
HDPE
HDPE
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
98.55
90
10
98.64
281
8
29.33
203
10
169.44
292
8
69.86
85
10
127.97
5
10
197.85
61
12
367.31
62
12
367.33
58
8
158.56
56
8
159.12
123
8
169.65
120
8
169.7
168
12
540.94
103
12
540.96
53
10
8.95
79
12
8.96
15
12
8.98
60
12
194.29
286
18
1,147.66
294
8
169.76
250
12
540.34
310
12
540.38
122
12
214.98
55
10
(N/A)
11
12
2,025.60
33
12
540.98
42
12
8.98
31
12
92.9
23
10
92.9
80
6
0.03
133
6
0.08
168
6
0.15
266
6
0.23
308
6
0.31
315
6
0.32
32
Page 4 of 16
Slope (ft/ft)
0.074
0.006
0.07
0.039
0.051
0.014
0.013
0.024
0.019
0.03
0.087
0.019
0.02
0.016
0.004
0.034
0.036
0.001
0.003
0.009
0.005
0.019
0.011
18.539
‐0.028
31.076
24.648
33.319
0.002
0.007
0.022
0.017
0.02
0.018
0.018
0.016
Capacity Velocity Depth (Average End) / Rise (Full Flow) (Average) (Maximum) (%)
(ft/s)
(gal/min)
1,478.65
2.27
24.13
742.01
0.88
24.63
1,439.95
1.41
16.69
1,942.10
1.75
19.96
1,589.46
2.14
24.75
1,163.50
1.13
25.3
1,140.10
1.34
28.2
3,189.89
2.18
22.91
2,888.62
2.02
24.09
936.57
1.89
27.82
1,601.85
2.73
26.79
750.84
1.61
32.29
766.99
1.59
32
2,590.81
1.94
31.01
1,244.61
1.16
46.09
2,354.50
0.96
22.96
3,944.08
0.96
3.53
619.29
0.26
8.39
931.22
1.57
31
4,347.35
1.37
36.02
400.01
0.98
45.46
2,887.12
2.23
29.31
2,154.02
1.74
34.15
68,848.67 10.64
4.09
‐1,650.77
(N/A)
(N/A)
89,138.29 40.58
10.41
######## 24.84
5.21
92,299.11
9.52
0.81
969.21
0.69
24.59
807.89
0.87
22.91
369.29
0.35
3.01
333.14
0.38
1.24
353.45
0.5
1.58
341.98
0.56
1.97
339.65
0.61
2.29
321.02
0.59
2.39
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
EXISTING CONDITIONS
SEWER PIPES
Wet Loading Conditions PF=3
Label
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
35
36
37
38
39
40
41
42
43
44
45
46
49
51
52
53
54
55
56
57
58
59
Start Node
1689
185
186
189
188
187
190
191
192
193
194
195
196
197
178
177
175
174
160
1634
176
1650
161
162
163
164
165
166
167
168
179
1613
169
170
172
173
150
151
152
146
147
148
149
133
Stop Node
185
186
187
188
187
190
191
192
193
194
195
196
197
178
177
175
174
161
161
174
175
177
162
163
164
165
166
167
168
169
169
169
170
171
173
150
151
152
104
147
148
149
103
134
Material
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximu Length Slope (in)
m) (ft)
(ft/ft)
8
3.9
54
0.038
8
3.92
81
0
8
10.4
97
0.008
12
70.03
66
0.002
12
77.90
54
0.094
12
96.16
133
0.001
12
96.05
85
0.003
12
103.91
204
0.007
12
111.69
209
0.024
12
150.84
78
0.015
12
166.47
93
0.032
12
166.43
155
0.033
12
213.39
110
0.019
12
213.23
86
0.004
12
213.06
286
0.009
12
243.86
191
0.004
12
246.6
187
0.025
12
254.21
291
0.011
10
148.07
57
0.028
8
7.86
48
0.107
8
4.73
145
0.011
8
31.4
21
0.345
12
368.18
184
0.003
12
386.15
105
0
12
385.87
57
0.005
12
385.78
43
‐0.003
12
385.47
55
0.003
12
385.41
251
0.001
12
405.73
111
0.002
12
405.66
42
0.001
6
31.46
366
0.038
8
0.08
316
0.024
12
435.63
135
0.006
12
438.53
564
0.014
12
440.53
51
0.006
12
470.28
245
0.006
12
470.19
61
0.006
10
470.16
241
0.007
10
470.23
693
0.006
8
105.03
132
0.006
8
105.06
104
0.008
8
113.49
112
0.008
8
113.63
516
0.008
8
238.91
150
0.009
Page 5 of 16
Capacity (Full Flow) (gal/min)
1,370.36
‐78.34
636.28
1,023.49
6,363.16
698.09
1,081.31
1,684.74
3,240.81
2,524.04
3,714.77
3,770.63
2,899.38
1,287.66
2,019.73
1,285.11
3,281.46
2,227.01
2,135.04
2,302.67
740.62
4,142.64
1,050.59
453.61
1,532.99
‐1,142.96
1,155.68
694.28
925.43
641.5
493.05
839.42
1,261.32
1,858.61
1,205.77
1,225.88
1,211.21
793.67
756.36
416.90
496.04
491.54
495.09
523.95
Velocity (Average) (ft/s)
0.78
0
0.7
1.66
6.01
1.28
1.74
2.38
3.77
3.21
4.22
4.26
3.6
2.03
2.78
2.03
3.89
2.97
2.12
1.63
0.59
3.74
1.79
0.99
2.31
0.23
1.88
1.31
1.6
1.23
1.55
0.43
2
2.62
1.9
1.94
1.92
2.04
1.97
0.96
1.01
1
0.97
1.43
Depth (Average End) / Rise (Maximum) (%)
3.92
53.9
19.5
17.71
7.77
25.07
20.14
16.83
12.7
16.57
14.42
14.33
19.95
27.53
22.22
29.52
18.57
22.81
17.83
16.98
5.73
23
47.91
70.93
63.39
76.65
40
53.22
48.01
57.71
17.12
0.81
44.3
33.05
42.33
43.09
47.19
55.38
57.09
34.25
31.26
32.67
32.57
47.38
Label
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
83
84
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
115
Start Node
134
135
137
136
138
103
104
139
101
100
105
159
158
157
156
155
154
153
145
144
142
141
140
107
112
111
110
109
108
113
114
115
117
116
118
132
131
130
129
126
125
127
128
124
123
119
120
121
102
99
97
96
Stop Node
136
137
138
139
103
104
101
101
100
105
113
158
157
156
155
154
153
145
144
140
141
140
106
108
111
110
109
108
114
116
115
117
120
118
119
131
130
129
128
125
124
124
127
123
122
123
121
122
99
97
96
92
Material
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
Diameter (in)
8
8
8
8
8
10
10
8
10
10
20
8
15
15
15
15
15
15
15
18
8
10
18
8
8
8
8
8
8
20
8
8
8
20
20
8
8
8
8
10
10
12
12
12
24
20
8
8
8
15
15
15
Flow (Maximu Length Slope m) (ft)
(ft/ft)
238.97
210
0.011
65.65
94
0.051
65.72
272
0.011
239.08
432
0.009
133.03
425
0.031
246.67
23
0.051
716.42
120
0.008
239.19
418
0.027
955.59
11
0.135
955.63
135
0.018
4,395.09
63
0.005
0.04
135
0.025
538.79
208
0.004
538.92
268
0.003
2,674.73
224
0.003
2,674.84
224
0.002
2,674.96
250
0.006
2,675.10
277
0.013
2,675.14
73
0.006
3,266.54
427
0.006
172.57
167
0.05
172.57
11
0.013
3,439.28
292
0.009
9.5
198
0.006
48.66
26
0.023
607.44
214
0.025
607.34
101
0.061
607.33
127
0.044
616.82
202
0.004
4,429.63
289
0.005
616.66
233
0.006
616.44
177
0.005
616.53
356
0.004
4,429.51
284
0.005
4,429.65
221
0.004
48.69
123
0.054
48.65
209
0.01
97.07
223
0.007
96.57
250
0.008
69.07
32
0.04
69.06
79
0.02
164.6
104
0.006
165.14
305
0.054
233.13
21
0.051
4,605.01
74
0.001
4,429.76
263
0.006
616.55
350
0.005
616.38
13
0.054
332.89
148
0.006
407
167
0.002
407.04
89
0.003
(N/A)
95
0.003
Page 6 of 16
Capacity (Full Flow) (gal/min)
557.62
1,222.99
562.89
527.71
951.81
2,217.84
879.52
885.78
3,606.91
1,308.38
4,518.92
850.5
1,786.73
1,623.12
1,573.71
1,299.45
2,260.63
3,272.85
2,172.74
3,585.61
1,211.99
1,109.35
4,431.46
407.90
830.72
865.5
1,337.21
1,132.73
345.55
4,528.15
421.90
401.49
352.04
4,256.73
4,050.36
1,258.20
529.21
456.51
493.50
1,958.97
1,403.79
1,244.53
3,708.99
3,626.22
3,914.52
4,870.01
366.69
1,258.50
434.52
1,774.04
1,957.19
1,894.37
Velocity (Average) (ft/s)
1.44
1.74
1
1.31
1.72
1.99
2.23
1.62
6.1
3
2.12
0.36
1.23
1.07
1.76
1.46
2.03
2.52
1.82
1.99
2.34
1.37
2.2
0.47
1.43
2.74
3.61
3.18
1.36
2.14
1.48
1.33
1.15
1.99
1.88
1.92
1.01
1.1
1.05
1.87
1.46
1.02
2.32
2.47
1.28
2.1
1.06
2.21
1.39
1.08
1.09
(N/A)
Depth (Average End) / Rise (Maximum) (%)
45.71
15.74
23.04
47.21
25.26
22.52
68.54
35.52
35.15
63.46
79.83
100
100
100
100
100
100
84.19
98.39
74.94
25.49
69.97
66.21
100
34.49
61.77
100
100
100
83.1
100
100
100
88.85
91.04
13.43
20.49
31.32
30
12.84
15.09
24.56
15.97
17.18
81.17
83.18
100
49.38
65.58
33.75
30.95
(N/A)
Label
116
117
119
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
157
158
159
160
161
162
163
164
165
166
167
168
169
170
Start Node
92
91
93
90
89
88
87
86
88
122
84
85
61
62
64
65
48
49
50
51
52
53
54
55
58
56
57
59
60
67
66
69
68
70
71
199
198
201
45
35
34
33
32
31
30
29
23
22
27
28
24
21
Stop Node
91
90
90
89
88
87
86
84
84
85
85
61
63
64
65
66
49
50
51
52
53
54
55
58
56
57
59
60
67
68
69
70
71
198
199
200
201
200
35
33
33
32
31
28
29
27
22
21
21
18
20
20
Material
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
PVC
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Concrete
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Diameter (in)
8
8
10
15
10
10
10
10
8
24
12
24
24
12
12
12
8
8
8
8
6
8
8
8
8
8
8
8
10
12
12
12
12
12
15
15
12
18
6
10
8
10
10
10
8
8
8
10
8
10
8
10
Flow (Maximu Length Slope m) (ft)
(ft/ft)
99.22
134
0.009
99.24
61
0.011
325.76
195
0.004
671.78
74
0.003
708.61
231
0.009
(N/A)
147
0.009
354.36
167
0.009
354.41
165
0.008
354.42
459
0.012
5,221.40
207
0.005
708.84
10
0.148
5,930.20
64
0
5,930.14
20
0.003
0.01
20
0.01
0.05
96
0.008
0.09
108
0.001
518.71
37
0.181
518.78
258
0.012
525.64
152
0.019
562.41
50
0.018
562.42
77
0.021
573.51
229
0.012
610.27
44
0.038
610.3
105
0.04
610.3
31
0.039
610.32
73
0.007
610.37
196
0.015
631.95
187
0.017
631.99
117
0.008
632.07
199
0.006
0.19
270
0.005
0.29
247
0.004
641.72
528
0.007
0.39
253
0.004
641.82
192
0.007
641.84
39
0.017
0.49
256
0.004
641.84
6
‐0.007
242.58
139
0.061
297.76
173
0.001
0.03
103
0.021
297.83
131
0.008
322.58
223
0.01
322.64
191
0.005
87.71
122
0.007
87.73
79
0.005
295.6
90
0.074
295.69
281
0.006
87.78
203
0.07
507.54
292
0.039
209.51
85
0.051
383.47
5
0.014
Page 7 of 16
Capacity (Full Flow) (gal/min)
502.42
580.98
653.03
1,909.78
928.6
914.00
941.21
905.78
582.78
7,196.64
6,151.52
‐2,198.21
6,006.65
1,599.01
1,432.06
533
2,309.59
602.11
752.99
951.16
471.91
779.61
1,377.67
1,084.69
1,398.68
577.64
655.13
707.24
876.7
1,241.70
1,092.33
965.22
1,370.72
979.83
2,376.41
3,771.53
974.08
‐3,849.31
623.84
400.72
1,025.72
905.16
994.30
711.52
439.18
400.12
1,478.65
742.01
1,439.95
1,942.10
1,589.46
1,163.50
Velocity (Average) (ft/s)
0.64
0.68
1.07
1.21
1.66
(N/A)
1.29
1.21
1.46
1.97
3.67
0.1
1.76
0.13
0.22
0.14
5.14
1.99
2.21
2.6
2.81
2.25
3.3
2.78
3.28
1.76
1.9
1.97
1.42
1.22
0.28
0.3
1.27
0.33
1.02
1.34
0.36
0.01
2.89
0.8
0.37
1.28
1.37
1.03
0.93
0.83
3.14
1.24
1.96
2.52
2.97
1.64
Depth (Average End) / Rise (Maximum) (%)
30.14
51.63
49.92
42.28
70.82
(N/A)
42.51
43.42
56.28
76.39
40.09
88.92
80.83
10.5
0.5
1.03
32.18
83.04
61.54
62.66
100
63.78
50.13
53.66
46.19
95.47
76.43
73.69
62.9
50.52
1.11
1.38
48.1
1.66
37.96
62.02
1.74
66.31
72.15
64.22
0.42
39.5
39.2
47.23
40.82
31.84
42.58
43.87
32.85
35.17
44.25
46.98
Label
171
172
173
174
175
176
177
181
182
187
188
189
207
208
209
210
211
214
225
227
230
231
232
233
234
235
236
237
238
239
Start Node
20
18
17
36
37
38
39
14
13
42
43
44
171
106
4859
16
‐15
201
92
63
12
206
96
MH‐A
213
212
211
210
209
208
Stop Node
18
17
16
37
38
39
4859
13
12
43
44
206
172
105
16
‐15
14
OF‐2
93
OF‐13
OF‐16
OF‐17
MH‐A
93
212
211
210
209
208
142
Material
Vitrified Clay
HDPE
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
HDPE
HDPE
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
HDPE
HDPE
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Diameter (in)
10
12
12
8
8
8
8
12
12
10
12
12
12
18
8
12
12
12
10
12
12
12
12
10
6
6
6
6
6
6
Flow (Maximu Length Slope m) (ft)
(ft/ft)
593
61
0.013
1,100.56
62
0.024
1,100.58
58
0.019
475.66
56
0.03
477.27
123
0.087
508.8
120
0.019
508.85
168
0.02
1,620.69
103
0.016
1,620.71
53
0.004
26.8
79
0.034
26.81
15
0.036
26.83
60
0.001
441.03
286
0.003
3,439.46
294
0.009
508.91
250
0.005
1,619.04
310
0.019
1,619.08
122
0.011
642.33
55
18.539
(N/A)
11
‐0.028
5,930.11
33
31.076
1,620.73
42
24.648
26.83
31
33.319
228.52
23
0.002
228.52
80
0.007
0.03
133
0.022
0.08
168
0.017
0.15
266
0.02
0.23
308
0.018
0.31
315
0.018
0.32
32
0.016
Page 8 of 16
Capacity (Full Flow) (gal/min)
1,140.10
3,189.89
2,888.62
936.57
1,601.85
750.84
766.99
2,590.81
1,244.61
2,354.50
3,944.08
619.29
931.22
4,347.35
400.01
2,887.12
2,154.02
68,848.67
‐1,650.77
89,138.29
103,200.59
92,299.11
969.21
807.89
369.29
333.14
353.45
341.98
339.65
321.02
Velocity (Average) (ft/s)
1.93
3.14
2.93
2.65
3.83
2.27
2.26
2.86
1.7
1.35
1.3
0.36
1.59
2.08
1.39
3.25
2.56
15.96
(N/A)
46.06
37.08
12.27
1.01
1.27
0.35
0.38
0.5
0.56
0.61
0.59
Depth (Average End) / Rise (Maximum) (%)
51.18
40.66
43.17
50.45
48.88
60.34
85.8
57.31
97.15
25.9
5.9
14.17
48.42
74.11
100
56.64
64.73
6.81
(N/A)
17.47
8.73
1.35
35.84
39.56
3.01
1.24
1.58
1.97
2.29
9.19
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
EXISTING CONDITIONS
MANHOLES
Dry Loading Conditions (ADF)
Label
12
13
14
15
16
17
Elevation (Rim) (ft)
1,047.50
1,049.17
1,050.05
1,050.27
1,053.84
1,055.24
Elevation (Invert) (ft)
1,035.20
1,035.39
1,039.40
1,040.77
1,046.80
1,048.02
Depth (Structure) (ft)
12.3
13.78
10.65
9.5
7.04
7.22
18
1,062.44
1,049.50
12.94
0.23
2%
20
21
22
23
24
27
28
29
30
31
32
33
34
35
36
37
38
39
42
43
44
45
48
49
50
51
52
53
54
55
1,066.79
1,066.88
1,062.12
1,064.79
1,065.77
1,073.01
1,072.55
1,073.36
1,073.98
1,074.32
1,085.85
1,087.27
1,085.46
1,088.02
1,075.50
1,074.79
1,067.85
1,064.32
1,057.17
1,054.63
1,054.35
1,085.53
1,073.42
1,072.27
1,069.24
1,066.78
1,066.56
1,064.07
1,048.84
1,049.09
1,050.43
1,050.50
1,052.10
1,058.79
1,054.75
1,064.84
1,061.00
1,065.20
1,065.74
1,062.00
1,064.40
1,065.74
1,082.00
1,066.17
1,068.81
1,065.43
1,054.70
1,052.34
1,050.31
1,047.63
1,033.00
1,074.73
1,065.01
1,057.79
1,054.53
1,051.41
1,049.80
1,047.80
1,044.10
1,042.42
16.36
16.38
10.02
6
11.02
8.17
11.55
8.16
8.24
12.32
21.45
21.53
3.46
21.85
6.69
9.36
13.15
11.98
6.86
7
21.35
10.8
8.41
14.48
14.71
15.37
16.76
16.27
4.74
6.67
0.24
0.19
0.21
0.12
0.1
0.07
0.17
0.25
0.38
0.22
0.19
0.19
0
0.28
0.19
0.14
0.22
0.21
0.04
0.35
0.08
0.12
0.12
0.24
0.52
0.2
0.22
0.22
0.17
0.2
1%
1%
2%
2%
1%
1%
1%
3%
5%
2%
1%
1%
0%
1%
3%
1%
2%
2%
1%
5%
0%
1%
1%
2%
4%
1%
1%
1%
4%
3%
Page 9 of 16
Depth (Maximum) (ft) Surcharge %
0.05
0%
0.46
3%
0.31
3%
0.34
4%
0.29
4%
0.24
3%
Label
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
84
85
86
87
88
89
90
91
92
93
96
97
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
Elevation (Rim) (ft)
1,041.54
1,039.71
1,042.94
1,036.14
1,033.63
1,034.31
1,034.69
1,033.81
1,033.89
1,033.68
1,032.59
1,032.23
1,032.11
1,031.43
1,030.43
1,029.87
1,035.09
1,034.40
1,037.59
1,037.34
1,039.22
1,043.54
1,042.54
1,043.83
1,045.52
1,044.81
1,046.46
1,051.00
1,046.22
1,046.79
1,046.94
1,049.17
1,049.75
1,049.35
1,042.77
1,045.16
1,047.14
1,044.60
1,051.03
1,056.82
1,066.24
1,068.86
1,045.32
1,044.80
1,042.69
1,045.66
Elevation (Invert) (ft)
1,035.39
1,034.79
1,038.02
1,031.30
1,027.73
1,025.99
1,026.00
1,025.51
1,025.80
1,025.22
1,024.80
1,026.70
1,025.38
1,023.20
1,022.03
1,021.50
1,029.00
1,026.19
1,031.70
1,033.43
1,034.34
1,036.40
1,036.59
1,037.30
1,038.65
1,037.89
1,038.46
1,038.65
1,039.02
1,037.39
1,039.44
1,040.67
1,042.65
1,040.61
1,033.79
1,036.40
1,038.32
1,037.20
1,043.54
1,049.84
1,055.55
1,056.21
1,033.46
1,036.11
1,034.70
1,031.84
Depth (Structure) (ft)
6.15
4.92
4.92
4.84
5.9
8.32
8.69
8.3
8.09
8.46
7.79
5.53
6.73
8.23
8.4
8.37
6.09
8.21
5.89
3.91
4.88
7.14
5.95
6.53
6.87
6.92
8
12.35
7.2
9.4
7.5
8.5
7.1
8.74
8.98
8.76
8.82
7.4
7.49
6.98
10.69
12.65
11.86
8.69
7.99
13.82
Page 10 of 16
Depth (Maximum) (ft) Surcharge %
0.27
4%
0.26
5%
0.17
3%
0.25
5%
0.28
5%
0.8
10%
0.01
0%
0.1
1%
0.21
3%
0.01
0%
0.01
0%
0.28
5%
0.27
4%
0.01
0%
0.02
0%
0.25
3%
0.13
2%
1.43
17%
0.2
3%
0.2
5%
0.46
9%
0.29
4%
0.29
5%
0.09
1%
0.1
1%
0.24
3%
0.22
3%
0.27
2%
0.23
3%
0.3
3%
0.18
2%
0.23
3%
0.11
2%
0.33
4%
0.66
7%
0.53
6%
0.04
0%
0.39
5%
0.19
3%
0.18
3%
0.22
2%
0.06
0%
0.67
6%
0.33
4%
0.45
6%
0.69
5%
Label
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
Elevation (Rim) (ft)
1,042.38
1,044.91
1,041.58
1,040.26
1,038.04
1,037.57
1,037.23
1,037.37
1,038.73
1,040.30
1,039.31
1,057.63
1,065.85
1,070.18
1,066.29
1,067.02
1,069.81
1,066.54
1,068.52
1,067.95
1,065.60
1,063.12
1,061.01
1,052.05
1,052.10
1,053.09
1,055.49
1,053.76
1,060.55
1,061.46
1,059.28
1,055.96
1,052.13
1,053.10
1,051.23
1,054.62
1,056.41
1,059.68
1,063.95
1,059.56
1,067.94
1,068.33
1,067.34
1,067.76
1,069.89
1,069.31
Elevation (Invert) (ft)
1,033.70
1,030.33
1,029.40
1,032.00
1,030.30
1,027.34
1,027.71
1,030.30
1,033.71
1,035.10
1,030.93
1,047.41
1,050.40
1,052.20
1,054.30
1,061.02
1,059.41
1,057.56
1,063.92
1,055.04
1,059.05
1,056.00
1,050.80
1,039.19
1,039.67
1,048.61
1,041.95
1,042.36
1,049.93
1,049.11
1,048.13
1,047.21
1,046.85
1,046.50
1,044.91
1,045.98
1,047.60
1,048.50
1,049.18
1,050.27
1,051.14
1,054.71
1,063.35
1,061.36
1,060.73
1,060.59
Depth (Structure) (ft)
8.68
14.58
12.18
8.26
7.74
10.23
9.52
7.07
5.02
5.2
8.38
10.22
15.45
17.98
11.99
6
10.4
8.98
4.6
12.91
6.55
7.12
10.21
12.86
12.43
4.48
13.54
11.4
10.62
12.35
11.15
8.75
5.28
6.6
6.32
8.64
8.81
11.18
14.77
9.29
16.8
13.62
3.99
6.4
9.16
8.72
Page 11 of 16
Depth (Maximum) (ft) Surcharge %
0.37
4%
0.71
5%
0.64
5%
0.36
4%
0.18
2%
0.68
7%
0.89
9%
0.1
1%
0.07
1%
0.06
1%
0.14
2%
0.08
1%
0.12
1%
0.12
1%
0.08
1%
0.05
1%
0.18
2%
0.17
2%
0.06
1%
0.18
1%
0.09
1%
0.1
1%
0.14
1%
0.52
4%
0.13
1%
0.1
2%
0.57
4%
0.56
5%
0.13
1%
0.12
1%
0.13
1%
0.13
1%
0.28
5%
0.34
5%
0.3
5%
0.45
5%
0.55
6%
0.76
7%
0.67
5%
0.28
3%
0.27
2%
0
0%
0.09
2%
0.27
4%
0.43
5%
0.4
5%
Label
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
206
208
209
210
211
212
213
1613
1634
1650
1689
4859
MH‐A
Elevation (Rim) (ft)
1,068.49
1,071.10
1,070.95
1,065.95
1,065.39
1,065.04
1,065.28
1,058.33
1,058.35
1,056.86
1,073.66
1,082.93
1,081.99
1,083.10
1,084.42
1,079.17
1,102.94
1,104.47
1,106.18
1,108.83
1,107.32
1,109.79
1,109.42
1,106.34
1,099.12
1,096.05
1,094.70
1,094.72
1,087.42
1,029.74
1,029.22
1,029.54
1,029.71
1,043.54
1,053.47
1,067.37
1,073.75
1,077.63
1,081.60
1,081.42
1,074.04
1,076.04
1,084.21
1,102.87
1,061.24
1,045.52
Elevation (Invert) (ft)
1,060.23
1,060.18
1,059.88
1,059.44
1,059.14
1,058.42
1,057.58
1,049.82
1,048.58
1,048.29
1,064.89
1,070.06
1,073.96
1,070.93
1,073.70
1,073.92
1,095.96
1,095.82
1,094.98
1,100.50
1,100.85
1,094.74
1,094.46
1,092.95
1,086.24
1,084.95
1,081.84
1,076.27
1,074.07
1,021.08
1,020.21
1,019.61
1,019.65
1,032.89
1,049.22
1,055.15
1,065.40
1,070.77
1,073.82
1,076.66
1,068.04
1,070.04
1,078.21
1,099.00
1,048.30
1,038.41
Depth (Structure) (ft)
8.26
10.92
11.07
6.51
6.25
6.62
7.7
8.51
9.77
8.57
8.77
12.87
8.03
12.17
10.72
5.25
6.98
8.65
11.2
8.33
6.47
15.05
14.96
13.39
12.88
11.1
12.86
18.45
13.35
8.66
9.01
9.93
10.06
10.65
4.25
12.22
8.35
6.86
7.78
4.76
6
6
6
3.87
12.94
7.11
Page 12 of 16
Depth (Maximum) (ft) Surcharge %
0.76
9%
0.26
2%
0.34
3%
0.3
5%
0.36
6%
0.26
4%
0.37
5%
0.31
4%
0.27
3%
0.28
3%
0.16
2%
0.14
1%
0.02
0%
0.21
2%
0.16
1%
0.05
1%
0.36
5%
0.03
0%
0.23
2%
0.08
1%
0.18
3%
0.18
1%
0.15
1%
0.11
1%
0.13
1%
0.11
1%
0.11
1%
0.14
1%
0.2
1%
0.02
0%
0.41
5%
1.01
10%
0.04
0%
0.01
0%
0.01
0%
0.01
0%
0.01
0%
0.01
0%
0.01
0%
0
0%
0.01
0%
0.02
0%
0.02
0%
0.02
1%
0.3
2%
0.27
4%
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
EXISTING CONDITIONS
MANHOLES
Wet Loading Conditions (PF=3.0)
Label
12
13
14
15
16
17
18
20
21
22
23
24
27
28
29
30
31
32
33
34
35
36
37
38
39
42
43
44
45
48
49
50
51
52
53
54
55
56
Elevation (Rim) (ft)
1,047.50
1,049.17
1,050.05
1,050.27
1,053.84
1,055.24
1,062.44
1,066.79
1,066.88
1,062.12
1,064.79
1,065.77
1,073.01
1,072.55
1,073.36
1,073.98
1,074.32
1,085.85
1,087.27
1,085.46
1,088.02
1,075.50
1,074.79
1,067.85
1,064.32
1,057.17
1,054.63
1,054.35
1,085.53
1,073.42
1,072.27
1,069.24
1,066.78
1,066.56
1,064.07
1,048.84
1,049.09
1,041.54
Elevation (Invert) (ft)
1,035.20
1,035.39
1,039.40
1,040.77
1,046.80
1,048.02
1,049.50
1,050.43
1,050.50
1,052.10
1,058.79
1,054.75
1,064.84
1,061.00
1,065.20
1,065.74
1,062.00
1,064.40
1,065.74
1,082.00
1,066.17
1,068.81
1,065.43
1,054.70
1,052.34
1,050.31
1,047.63
1,033.00
1,074.73
1,065.01
1,057.79
1,054.53
1,051.41
1,049.80
1,047.80
1,044.10
1,042.42
1,035.39
Depth (Structure) (ft)
12.3
13.78
10.65
9.5
7.04
7.22
12.94
16.36
16.38
10.02
6
11.02
8.17
11.55
8.16
8.24
12.32
21.45
21.53
3.46
21.85
6.69
9.36
13.15
11.98
6.86
7
21.35
10.8
8.41
14.48
14.71
15.37
16.76
16.27
4.74
6.67
6.15
Page 13 of 16
Depth (Maximum) (ft) Surcharge %
0.09
1%
1.04
8%
0.57
5%
0.65
7%
0.54
8%
0.43
6%
0.41
3%
0.43
3%
0.36
2%
0.37
4%
0.2
3%
0.16
1%
0.11
1%
0.29
3%
0.34
4%
0.46
6%
0.39
3%
0.33
2%
0.33
2%
0
0%
0.54
2%
0.34
5%
0.25
3%
0.4
3%
0.4
3%
0.06
1%
0.37
5%
0.14
1%
0.22
2%
0.21
2%
0.48
3%
0.71
5%
0.37
2%
1.17
7%
0.43
3%
0.31
7%
0.36
5%
0.67
11%
Label
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
84
85
86
87
88
89
90
91
92
93
96
97
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
Elevation (Rim) (ft)
1,039.71
1,042.94
1,036.14
1,033.63
1,034.31
1,034.69
1,033.81
1,033.89
1,033.68
1,032.59
1,032.23
1,032.11
1,031.43
1,030.43
1,029.87
1,035.09
1,034.40
1,037.59
1,037.34
1,039.22
1,043.54
1,042.54
1,043.83
1,045.52
1,044.81
1,046.46
1,051.00
1,046.22
1,046.79
1,046.94
1,049.17
1,049.75
1,049.35
1,042.77
1,045.16
1,047.14
1,044.60
1,051.03
1,056.82
1,066.24
1,068.86
1,045.32
1,044.80
1,042.69
1,045.66
1,042.38
Elevation (Invert) (ft)
1,034.79
1,038.02
1,031.30
1,027.73
1,025.99
1,026.00
1,025.51
1,025.80
1,025.22
1,024.80
1,026.70
1,025.38
1,023.20
1,022.03
1,021.50
1,029.00
1,026.19
1,031.70
1,033.43
1,034.34
1,036.40
1,036.59
1,037.30
1,038.65
1,037.89
1,038.46
1,038.65
1,039.02
1,037.39
1,039.44
1,040.67
1,042.65
1,040.61
1,033.79
1,036.40
1,038.32
1,037.20
1,043.54
1,049.84
1,055.55
1,056.21
1,033.46
1,036.11
1,034.70
1,031.84
1,033.70
Depth (Structure) (ft)
4.92
4.92
4.84
5.9
8.32
8.69
8.3
8.09
8.46
7.79
5.53
6.73
8.23
8.4
8.37
6.09
8.21
5.89
3.91
4.88
7.14
5.95
6.53
6.87
6.92
8
12.35
7.2
9.4
7.5
8.5
7.1
8.74
8.98
8.76
8.82
7.4
7.49
6.98
10.69
12.65
11.86
8.69
7.99
13.82
8.68
Page 14 of 16
Depth (Maximum) (ft) Surcharge %
0.51
10%
0.31
6%
0.49
10%
0.52
9%
1.62
19%
0.01
0%
0.17
2%
0.21
3%
0.01
0%
0.01
0%
0.51
9%
0.48
7%
0.01
0%
0.02
0%
0.44
5%
0.23
4%
1.9
23%
0.36
6%
0.35
9%
0.64
13%
0.55
8%
0.51
9%
0.19
3%
0.2
3%
0.42
6%
0.33
4%
0.44
4%
0.41
6%
0.53
6%
0.29
4%
0.44
5%
0.19
3%
0.57
7%
1.33
15%
1.01
12%
6.28
71%
7.4
100%
2.65
35%
0.32
5%
0.41
4%
0.11
1%
1.33
11%
8.69
100%
7.72
97%
1.54
11%
6.43
74%
Label
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
Elevation (Rim) (ft)
1,044.91
1,041.58
1,040.26
1,038.04
1,037.57
1,037.23
1,037.37
1,038.73
1,040.30
1,039.31
1,057.63
1,065.85
1,070.18
1,066.29
1,067.02
1,069.81
1,066.54
1,068.52
1,067.95
1,065.60
1,063.12
1,061.01
1,052.05
1,052.10
1,053.09
1,055.49
1,053.76
1,060.55
1,061.46
1,059.28
1,055.96
1,052.13
1,053.10
1,051.23
1,054.62
1,056.41
1,059.68
1,063.95
1,059.56
1,067.94
1,068.33
1,067.34
1,067.76
1,069.89
1,069.31
1,068.49
Elevation (Invert) (ft)
1,030.33
1,029.40
1,032.00
1,030.30
1,027.34
1,027.71
1,030.30
1,033.71
1,035.10
1,030.93
1,047.41
1,050.40
1,052.20
1,054.30
1,061.02
1,059.41
1,057.56
1,063.92
1,055.04
1,059.05
1,056.00
1,050.80
1,039.19
1,039.67
1,048.61
1,041.95
1,042.36
1,049.93
1,049.11
1,048.13
1,047.21
1,046.85
1,046.50
1,044.91
1,045.98
1,047.60
1,048.50
1,049.18
1,050.27
1,051.14
1,054.71
1,063.35
1,061.36
1,060.73
1,060.59
1,060.23
Depth (Structure) (ft)
14.58
12.18
8.26
7.74
10.23
9.52
7.07
5.02
5.2
8.38
10.22
15.45
17.98
11.99
6
10.4
8.98
4.6
12.91
6.55
7.12
10.21
12.86
12.43
4.48
13.54
11.4
10.62
12.35
11.15
8.75
5.28
6.6
6.32
8.64
8.81
11.18
14.77
9.29
16.8
13.62
3.99
6.4
9.16
8.72
8.26
Page 15 of 16
Depth (Maximum) (ft) Surcharge %
1.61
11%
1.25
10%
3.53
43%
0.33
4%
1.26
12%
1.62
17%
0.17
2%
0.13
3%
0.11
2%
0.25
3%
0.14
1%
0.2
1%
0.21
1%
0.14
1%
0.09
2%
0.32
3%
0.3
3%
0.1
2%
0.31
2%
0.15
2%
0.17
2%
0.24
2%
0.99
8%
0.51
4%
0.17
4%
1.12
8%
1.34
12%
0.23
2%
0.21
2%
0.22
2%
0.22
3%
0.43
8%
0.51
8%
0.48
8%
0.86
10%
1.73
20%
2.73
24%
3.96
27%
2.96
32%
2.16
13%
0
0%
0.15
4%
0.41
6%
0.71
8%
0.48
6%
0.84
10%
Label
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
206
208
209
210
211
212
213
1613
1634
1650
1689
4859
MH‐A
Elevation (Rim) (ft)
1,071.10
1,070.95
1,065.95
1,065.39
1,065.04
1,065.28
1,058.33
1,058.35
1,056.86
1,073.66
1,082.93
1,081.99
1,083.10
1,084.42
1,079.17
1,102.94
1,104.47
1,106.18
1,108.83
1,107.32
1,109.79
1,109.42
1,106.34
1,099.12
1,096.05
1,094.70
1,094.72
1,087.42
1,029.74
1,029.22
1,029.54
1,029.71
1,043.54
1,053.47
1,067.37
1,073.75
1,077.63
1,081.60
1,081.42
1,074.04
1,076.04
1,084.21
1,102.87
1,061.24
1,045.52
Elevation (Invert) (ft)
1,060.18
1,059.88
1,059.44
1,059.14
1,058.42
1,057.58
1,049.82
1,048.58
1,048.29
1,064.89
1,070.06
1,073.96
1,070.93
1,073.70
1,073.92
1,095.96
1,095.82
1,094.98
1,100.50
1,100.85
1,094.74
1,094.46
1,092.95
1,086.24
1,084.95
1,081.84
1,076.27
1,074.07
1,021.08
1,020.21
1,019.61
1,019.65
1,032.89
1,049.22
1,055.15
1,065.40
1,070.77
1,073.82
1,076.66
1,068.04
1,070.04
1,078.21
1,099.00
1,048.30
1,038.41
Depth (Structure) (ft)
10.92
11.07
6.51
6.25
6.62
7.7
8.51
9.77
8.57
8.77
12.87
8.03
12.17
10.72
5.25
6.98
8.65
11.2
8.33
6.47
15.05
14.96
13.39
12.88
11.1
12.86
18.45
13.35
8.66
9.01
9.93
10.06
10.65
4.25
12.22
8.35
6.86
7.78
4.76
6
6
6
3.87
12.94
7.11
Page 16 of 16
Depth (Maximum) (ft) Surcharge %
0.4
4%
0.53
5%
0.46
7%
0.58
9%
0.41
6%
0.48
6%
0.48
6%
0.42
4%
0.43
5%
0.23
3%
0.19
1%
0.04
0%
0.3
2%
0.22
2%
0.09
2%
0.36
5%
0.06
1%
0.25
2%
0.08
1%
0.18
3%
0.2
1%
0.17
1%
0.13
1%
0.17
1%
0.14
1%
0.14
1%
0.18
1%
0.28
2%
0.02
0%
0.51
6%
1.11
11%
0.07
1%
0.01
0%
0.01
0%
0.01
0%
0.01
0%
0.01
0%
0.01
0%
0
0%
0.01
0%
0.03
1%
0.04
1%
0.03
1%
1.43
11%
0.38
5%
Kansas State Univ. ‐ Master Plan
Project & Phasing Plan
Date: 15 October 2012
Building Name, Use Type as Gross Area as Provided by Kansas State University
Project Name
Use / Type
Building Average Daily Flow Calculations (BG Consultants, Inc.)
Approx. Total GSF
Map Reference Space Factor Approx. Total NSF
SQ FT Per Unit
Units
GPDPU
GPD
ADF (GPM)
Loading MH
PLANNED
College of Business Administration ‐ New Building
Academic
120,000
W
1.5
80,000
20
4,000
10
40000
67
60
General Classroom Building (North of Waters Hall)
Academic
66,000
Q
1.5
44,000
20
2,200
10
22000
37
101
58,500
18,500
69,500
78,000
27,000
17,000
12,500
15,500
296,500
J
J
J
J
J
J
J
J
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
39,000
12,333
46,333
52,000
18,000
11,333
8,333
10,333
197,667
20
9,883
10
98833
165
212
Academic
16,200
L
1.5
10,800
20
540
10
5400
9
135
International Student Center Expansion
Student Life
13,000
S
1.54
8,442
100
84
85
7175
12
106
Kramer Complex
Dining Center Renovation/Expansion or Replacement
New Residence Hall(s)
Student Life
256,500
D
1.54
166,558
100
1,666
85
141575
236
City Main
College of Engineering Complex ‐ Phase IV
Academic
80,000
G
1.5
53,333
20
2,667
10
26667
44
33
Indoor Rowing Facility
Athletics
10,000
A
1.5
6,667
100
67
10
667
1
79
100
100
100
130
234
214
10
10
10
1299
2338
2143
2
4
4
10
16
134
College of Veterinary Medicine Master Plan
Coles 1
Teaching & Student Center
Coles 2
KS VDL
Collaborative Lab
Equine Center
Clinic
LARC Addition
Cardwell Hall Expansion
Academic/Research
TOTAL GSF ‐ Planned New Construction
858,200
567,467
MASTER PLAN PROPOSED
K‐State Union Additions
East
Southwest
Southeast
Seaton Hall Additions
East Wing
North of College of Engineering Complex (Lot A‐28)
South
East Student Life
I
20,000
36,000
33,000
89,000
Academic
1.54
1.54
1.54
12,987
23,377
21,429
H
75,000
75,000
Academic/Research
1.5
50,000
20
2,500
10
25000
42
1.5
1.5
58,667
74,667
20
20
2,933
3,733
10
10
29333
37333
49
62
F
88,000
112,000
Project Name
Use / Type
North Approx. Total GSF
Map Reference Space Factor Approx. Total NSF
88,000
288,000
1.5
58,667
SQ FT Per Unit
Units
GPDPU
GPD
ADF (GPM)
Loading MH
20
2,933
10
29333
49
160
45
Ackert Hall Addition
Academic
76,000
E
1.5
50,667
20
2,533
10
25333
42
133
North of Dickens Hall
Academic
100,000
U
1.5
66,667
20
3,333
10
33333
56
88
East of Justin Hall
Academic
66,000
V
1.5
44,000
20
2,200
10
22000
37
61
Performing Arts
64,400
X
1.39
46,331
100
463
10
4633
8
199
Academic
37,500
1.5
25,000
20
1,250
10
12500
21
199
1.5
1.5
1.5
40,000
25,333
58,667
20
20
20
2,000
1,267
2,933
10
10
10
20000
12667
29333
33
21
49
103
138
Performing Arts ‐ New Building (Lot A‐2)
North of Performing Arts ‐ New Bldg (Lot A‐2)
North of Waters Hall (Lot A‐17)
Bldg 1
Bldg 2
Bldg 3
Academic/Research
P
60,000
38,000
88,000
186,000
Northwest of Waters Hall (Lot A‐18)
Academic/Research
Mid‐Campus Drive Infill
Dole Hall Addition
North of Umburger Hall ‐ New Bldg
Academic/Research
88,000
P
Academic/Research
96,000
O
Parking Garage (East of Weber Hall)
1,200 cars at 320 gsf/space
Structured Parking
384,000
R
North of Parking Garage
Academic/Research
50,000
North of Realigned Jardine Drive (Lot B‐18)
Bldg 1
Bldg 2
Bldg 3 Bldg 4
Bldg 5
Peters Athletic Center Additions
Natatorium (West)
East
58,667
20
2,933
10
29333
49
138
1.5
1.5
40,000
45,333
20
20
2,000
2,267
10
10
20000
22667
33
38
71
151
K
60,000
68,000
128,000
SW of Weber Hall Site Infill
North of Weber Hall (Lot B‐16/17)
Bldg 1
Bldg 2
1.5
Collaborative Research
1.5
64,000
20
3,200
10
32000
53
213
1.5
33,333
20
1,667
10
16667
28
213
1.75
1.75
93,714
50,286
20
20
4,686
2,514
10
10
46857
25143
78
42
120
212
82
67
46
36
51
282
212
5
2
8
176
N
164,000
88,000
252,000
Collaborative Research
M
172,000
140,000
96,000
76,000
108,000
592,000
Athletics/Rec
1.75
1.75
1.75
1.75
1.75
98,286
80,000
54,857
43,429
61,714
20
20
20
20
20
4,914
4,000
2,743
2,171
3,086
10
10
10
10
10
49143
40000
27429
21714
30857
B
45,000
18,000
63,000
1.39
1.39
1.39
5,036
20
252
10
2518
4
176
1.54
140,909
100
1,409
85
119773
200
132
New Tennis Center
Athletics/Rec
7,000
Derby Complex
Dining Renovation and Expansion
Student Life
217,000
T
32,374
12,950
100
100
324
129
10
10
3237
1295
Project Name
Use / Type
Approx. Total GSF
Map Reference Space Factor Approx. Total NSF
New Residence Hall(s)
Facilities Expansion on Claflin Road (West of College Ave)
TOTAL GSF ‐ Proposed Master Plan Footprints
Support
C
2,547,400
SQ FT Per Unit
Units
GPDPU
GPD
ADF (GPM)
Loading MH
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
PROPOSED CONDITIONS
SEWER PIPES
Dry Loading Condtions (ADF)
Label
Start Node
Stop Node
Material
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
35
36
37
38
39
40
41
42
43
44
45
46
49
51
52
53
54
55
56
57
1689
185
186
189
188
187
190
191
192
193
194
195
196
197
178
177
175
174
160
1634
176
1650
161
162
163
164
165
166
167
168
179
1613
169
170
172
173
150
151
152
146
147
148
185
186
187
188
187
190
191
192
193
194
195
196
197
178
177
175
174
161
161
174
175
177
162
163
164
165
166
167
168
169
169
169
170
171
173
150
151
152
104
147
148
149
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
8
8
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
10
8
8
8
12
12
12
12
12
12
12
12
6
8
12
12
12
12
12
10
10
8
8
8
1.31
1.33
3.31
70.03
72.66
78.54
78.52
81.2
83.84
96.91
102.14
102.16
117.83
117.79
117.79
128.07
144.25
146.89
49.37
2.63
22.6
10.47
190.78
196.73
196.59
196.55
196.54
196.62
202.4
202.34
10.54
0.08
210.46
211.82
212.89
225.18
225.03
349.23
349.44
35.03
35.06
37.89
Page 1 of 16
54
81
97
66
54
133
85
204
209
78
93
155
110
86
286
191
187
291
57
48
145
21
184
105
57
43
55
251
111
42
366
316
135
564
51
245
61
241
693
132
104
112
Slope (ft/ft)
Capacity Velocity Depth (Average (Full Flow) (Average) End) / Rise (gal/min)
(ft/s)
(Maximum) (%)
0.038
0
0.008
0.002
0.094
0.001
0.003
0.007
0.024
0.015
0.032
0.033
0.019
0.004
0.009
0.004
0.025
0.011
0.028
0.107
0.011
0.345
0.003
0
0.005
‐0.003
0.003
0.001
0.002
0.001
0.038
0.024
0.006
0.014
0.006
0.006
0.006
0.007
0.006
0.006
0.008
0.008
1,370.36
‐78.34
636.28
1,023.49
6,363.16
698.09
1,081.31
1,684.74
3,240.81
2,524.04
3,714.77
3,770.63
2,899.38
1,287.66
2,019.73
1,285.11
3,281.46
2,227.01
2,135.04
2,302.67
740.62
4,142.64
1,050.59
453.61
1,532.99
‐1,142.96
1,155.68
694.28
925.43
641.50
493.05
839.42
1,261.32
1,858.61
1,205.77
1,225.88
1,211.21
793.67
756.36
416.9
496.04
491.54
0.63
0
0.53
1.66
6
1.27
1.73
2.37
3.74
3.16
4.15
4.19
3.5
1.98
2.72
1.98
3.82
2.92
1.52
1.27
0.89
2.7
1.73
0.95
2.25
0.21
1.84
1.28
1.56
1.21
1.12
0.43
1.95
2.56
1.88
1.91
1.89
2.08
2
0.69
0.71
0.7
2.33
52.58
15.8
17.71
7.51
22.65
18.24
14.94
11.08
13.38
11.41
11.33
14.1
20.44
16.39
21.32
14.31
17.4
10.5
12.06
11.97
15.59
29.45
46.03
56.59
70.39
27.88
36.42
31.77
38.61
10.11
0.81
32.72
22.79
28.73
29.12
36.44
46.42
49.27
19.6
18
18.76
Label
Start Node
Stop Node
Material
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
83
84
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
149
133
134
135
137
136
138
103
104
139
101
100
105
159
158
157
156
155
154
153
145
144
142
141
140
107
112
111
110
109
108
113
114
115
117
116
118
132
131
130
129
126
125
127
128
124
123
119
120
103
134
136
137
138
139
103
104
101
101
100
105
113
158
157
156
155
154
153
145
144
140
141
140
106
108
111
110
109
108
114
116
115
117
120
118
119
131
130
129
128
125
124
124
127
123
122
123
121
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
8
8
8
8
8
8
10
10
8
10
10
20
8
15
15
15
15
15
15
15
18
8
10
18
8
8
8
8
8
8
20
8
8
8
20
20
8
8
8
8
10
10
12
12
12
24
20
8
38.03
153.16
226.72
37.65
37.72
226.83
411.98
450.02
799.38
226.94
1,091.01
1,091.05
3,383.73
0.04
179.69
179.82
891.83
891.94
892.06
892.2
892.24
1,089.54
1,191.77
1,191.77
2,281.48
3.2
16.23
202.52
202.49
202.5
205.73
3,395.24
205.68
205.71
205.79
3,395.42
3,395.53
104.67
104.57
120.34
119.74
23.03
23.04
141.73
142.17
164.29
3,523.31
3,395.66
205.81
Page 2 of 16
516
150
210
94
272
432
425
23
120
418
11
135
63
135
208
268
224
224
250
277
73
427
167
11
292
198
26
214
101
127
202
289
233
177
356
284
221
123
209
223
250
32
79
104
305
21
74
263
350
Slope (ft/ft)
0.008
0.009
0.011
0.051
0.011
0.009
0.031
0.051
0.008
0.027
0.135
0.018
0.005
0.025
0.004
0.003
0.003
0.002
0.006
0.013
0.006
0.006
0.05
0.013
0.009
0.006
0.023
0.025
0.061
0.044
0.004
0.005
0.006
0.005
0.004
0.005
0.004
0.054
0.01
0.007
0.008
0.04
0.02
0.006
0.054
0.051
0.001
0.006
0.005
Capacity Velocity Depth (Average (Full Flow) (Average) End) / Rise (gal/min)
(ft/s)
(Maximum) (%)
495.09
523.95
557.62
1,222.99
562.89
527.71
951.81
2,217.84
879.52
885.78
3,606.91
1,308.38
4,518.92
850.5
1,786.73
1,623.12
1,573.71
1,299.45
2,260.63
3,272.85
2,172.74
3,585.61
1,211.99
1,109.35
4,431.46
407.90
830.72
865.50
1,337.21
1,132.73
345.55
4,528.15
421.9
401.49
352.04
4,256.73
4,050.36
1,258.20
529.21
456.51
493.50
1,958.97
1,403.79
1,244.53
3,708.99
3,626.22
3,914.52
4,870.01
366.69
0.69
1.26
1.43
1.46
0.85
1.3
2.54
2.73
2.33
1.6
6.41
3.15
2.11
0.36
0.88
0.75
1.26
1.02
1.38
1.67
1.2
1.36
3.79
2.24
2.03
0.35
1.01
1.98
2.54
2.23
0.96
2.11
1.02
0.91
0.78
1.97
1.86
2.4
1.28
1.14
1.11
1.33
1.04
0.9
2.02
1.99
1.24
2.08
0.68
18.76
37.02
44.36
12.02
22.75
45.79
45.98
30.55
74.8
34.55
37.72
69.8
64.59
1.58
21.41
28.18
56.57
60.85
43.67
36.56
45.01
37.81
80.49
94.47
50.86
32.44
17.05
32.91
26.3
28.6
55.56
64.62
58.23
50.72
54.93
67.51
70.08
19.51
30.15
35.07
33.52
7.63
8.92
22.79
14.58
14.5
74.17
72.54
53.58
Label
Start Node
Stop Node
Material
110
111
112
113
115
116
117
119
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
157
158
159
160
161
162
121
102
99
97
96
92
91
93
90
89
88
87
86
88
122
84
85
61
62
64
65
48
49
50
51
52
53
54
55
58
56
57
59
60
67
66
69
68
70
71
199
198
201
45
35
34
33
32
31
122
99
97
96
92
91
90
90
89
88
87
86
84
84
85
85
61
63
64
65
66
49
50
51
52
53
54
55
58
56
57
59
60
67
68
69
70
71
198
199
200
201
200
35
33
33
32
31
28
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
PVC
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Concrete
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
8
15
15
15
8
8
10
15
10
10
10
10
8
24
12
24
24
12
12
12
8
8
8
8
6
8
8
8
8
8
8
8
10
12
12
12
12
12
15
15
12
18
6
10
8
10
10
10
205.8
110.99
135.75
135.79
(N/A)
25.46
25.47
116.37
224.13
236.46
(N/A)
167.28
167.34
167.35
3,728.97
334.69
4,063.46
4,128.21
0.01
0.05
0.09
172.91
172.98
175.29
187.56
187.57
191.31
203.57
203.6
203.6
203.62
203.67
210.9
328.19
328.27
0.19
0.29
331.62
0.39
331.72
382.49
0.49
382.49
360.88
379.31
0.03
456.38
464.68
464.74
Page 3 of 16
13
148
167
89
95
134
61
195
74
231
147
167
165
459
207
10
64
20
20
96
108
37
258
152
50
77
229
44
105
31
73
196
187
117
199
270
247
528
253
192
39
256
6
139
173
103
131
223
191
Slope (ft/ft)
Capacity Velocity Depth (Average (Full Flow) (Average) End) / Rise (gal/min)
(ft/s)
(Maximum) (%)
0.054
0.006
0.002
0.003
0.003
0.009
0.011
0.004
0.003
0.009
0.009
0.009
0.008
0.012
0.005
0.148
0
0.003
0.01
0.008
0.001
0.181
0.012
0.019
0.018
0.021
0.012
0.038
0.04
0.039
0.007
0.015
0.017
0.008
0.006
0.005
0.004
0.007
0.004
0.007
0.017
0.004
‐0.007
0.061
0.001
0.021
0.008
0.01
0.005
1,258.50
434.52
1,774.04
1,957.19
1,894.37
502.42
580.98
653.03
1,909.78
928.6
914
941.21
905.78
582.78
7,196.64
6,151.52
‐2,198.21
6,006.65
1,599.01
1,432.06
533
2,309.59
602.11
752.99
951.16
471.91
779.61
1,377.67
1,084.69
1,398.68
577.64
655.13
707.24
876.7
1,241.70
1,092.33
965.22
1,370.72
979.83
2,376.41
3,771.53
974.08
‐3,849.31
623.84
400.72
1,025.72
905.16
994.3
711.52
1.43
1
0.77
0.75
(N/A)
0.46
0.49
0.72
0.85
1.15
(N/A)
1.07
0.99
1.2
1.9
2.99
0.09
1.69
0.13
0.22
0.14
3.63
1.43
1.54
1.81
1.97
1.55
2.27
1.91
2.24
1.2
1.29
1.33
1.24
1.08
0.28
0.3
1.09
0.33
0.85
1.32
0.36
0.01
3.27
0.86
0.37
1.5
1.57
1.17
27.37
34.49
20.27
17.83
(N/A)
15.31
28.07
28.55
23.14
47.47
(N/A)
28.52
29.13
36.65
64.52
24.91
80.18
60.9
10.5
0.5
1.03
18.48
51.25
32.83
30.11
43.8
33.71
27.67
29.37
25.78
40.97
38.26
37.43
42.38
35.1
1.11
1.38
33.52
1.66
30.71
57.78
1.74
62.8
88.91
77.54
0.42
50.23
48.05
58.92
Label
Start Node
Stop Node
Material
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
181
182
187
188
189
207
208
209
210
211
214
225
227
230
231
232
233
234
235
236
237
238
239
30
29
23
22
27
28
24
21
20
18
17
36
37
38
39
14
13
42
43
44
171
106
4859
16
‐15
201
92
63
12
206
96
MH‐A
213
212
211
210
209
208
29
27
22
21
21
18
20
20
18
17
16
37
38
39
4859
13
12
43
44
206
172
105
16
‐15
14
OF‐2
93
OF‐13
OF‐16
OF‐17
MH‐A
93
212
211
210
209
208
142
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Vitrified Clay
HDPE
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
HDPE
HDPE
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
HDPE
HDPE
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum) (gal/min) Length (ft)
(in)
8
8
8
10
8
10
8
10
10
12
12
8
8
8
8
12
12
10
12
12
12
18
8
12
12
12
10
12
12
12
12
10
6
6
6
6
6
6
29.26
29.28
98.55
98.64
29.33
526.44
69.86
127.97
197.85
724.31
724.33
158.56
159.12
169.65
169.7
915.44
915.46
8.95
8.96
8.98
212.94
2,294.18
169.76
914.84
914.88
382.98
(N/A)
4,128.20
915.48
8.98
92.9
92.9
141.78
1,134.08
1,134.15
1,134.23
1,134.31
1,134.32
Page 4 of 16
122
79
90
281
203
292
85
5
61
62
58
56
123
120
168
103
53
79
15
60
286
294
250
310
122
55
11
33
42
31
23
80
133
168
266
308
315
32
Slope (ft/ft)
Capacity Velocity Depth (Average (Full Flow) (Average) End) / Rise (gal/min)
(ft/s)
(Maximum) (%)
0.007
0.005
0.074
0.006
0.07
0.039
0.051
0.014
0.013
0.024
0.019
0.03
0.087
0.019
0.02
0.016
0.004
0.034
0.036
0.001
0.003
0.009
0.005
0.019
0.011
18.539
‐0.028
31.076
24.648
33.319
0.002
0.007
0.022
0.017
0.02
0.018
0.018
0.016
439.18
400.12
1,478.65
742.01
1,439.95
1,942.10
1,589.46
1,163.50
1,140.10
3,189.89
2,888.62
936.57
1,601.85
750.84
766.99
2,590.81
1,244.61
2,354.50
3,944.08
619.29
931.22
4,347.35
400.01
2,887.12
2,154.02
68,848.67
‐1,650.77
89,138.29
########
92,299.11
969.21
807.89
369.29
333.14
353.45
341.98
339.65
321.02
0.68
0.59
2.27
0.88
1.41
2.39
2.14
1.13
1.34
2.57
2.38
1.89
2.73
1.61
1.59
2.27
1.34
0.96
0.96
0.26
1.57
1.92
0.98
2.59
2.03
15.64
(N/A)
44.17
27.76
9.52
0.69
0.87
1.71
2.91
3
2.88
2.78
2.6
27.65
18.33
24.13
24.63
16.69
35.58
24.75
25.3
28.2
32.38
34.14
27.82
26.79
32.29
32
41.07
63.77
22.96
3.53
8.39
32.5
58.01
45.46
39.59
45.48
5.36
(N/A)
14.65
6.65
0.81
24.59
22.91
100
100
100
100
100
100
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
PROPOSED CONDITIONS
SEWER PIPES
Wet Loading Conditions PDF (PF=3)
Label
12
Start Node
1689
Stop Node
185
Material
PVC
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
35
36
37
38
39
40
41
42
43
44
45
46
49
51
52
53
54
55
56
57
58
59
185
186
189
188
187
190
191
192
193
194
195
196
197
178
177
175
174
160
1634
176
1650
161
162
163
164
165
166
167
168
179
1613
169
170
172
173
150
151
152
146
147
148
149
133
186
187
188
187
190
191
192
193
194
195
196
197
178
177
175
174
161
161
174
175
177
162
163
164
165
166
167
168
169
169
169
170
171
173
150
151
152
104
147
148
149
103
134
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Flow Diameter (Maximum Length Slope (in)
) (gal/min) (ft)
(ft/ft)
8
3.9
54
0.038
8
8
12
12
12
12
12
12
12
12
12
12
12
12
12
12
12
10
8
8
8
12
12
12
12
12
12
12
12
6
8
12
12
12
12
12
10
10
8
8
8
8
8
3.92
10.4
70.03
77.9
96.16
96.05
103.91
111.69
150.84
166.47
166.43
213.39
213.23
213.06
243.86
291.86
299.58
148.07
7.86
67.73
31.40
431.19
449.18
448.93
448.85
448.59
448.55
465.90
465.91
31.46
0.08
490.02
493.73
496.72
533.56
533.25
905.98
906.13
105.03
105.06
113.49
113.63
459.41
81
97
66
54
133
85
204
209
78
93
155
110
86
286
191
187
291
57
48
145
21
184
105
57
43
55
251
111
42
366
316
135
564
51
245
61
241
693
132
104
112
516
150
Page 5 of 16
0
0.008
0.002
0.094
0.001
0.003
0.007
0.024
0.015
0.032
0.033
0.019
0.004
0.009
0.004
0.025
0.011
0.028
0.107
0.011
0.345
0.003
0
0.005
‐0.003
0.003
0.001
0.002
0.001
0.038
0.024
0.006
0.014
0.006
0.006
0.006
0.007
0.006
0.006
0.008
0.008
0.008
0.009
Capacity (Full Flow) (gal/min)
1,370.36
Velocity (Average) (ft/s)
0.78
Depth (Average End) / Rise (Maximum) (%)
3.92
‐78.34
636.28
1,023.49
6,363.16
698.09
1,081.31
1,684.74
3,240.81
2,524.04
3,714.77
3,770.63
2,899.38
1,287.66
2,019.73
1,285.11
3,281.46
2,227.01
2,135.04
2,302.67
740.62
4,142.64
1,050.59
453.61
1,532.99
‐1,142.96
1,155.68
694.28
925.43
641.50
493.05
839.42
1,261.32
1,858.61
1,205.77
1,225.88
1,211.21
793.67
756.36
416.9
496.04
491.54
495.09
523.95
0
0.7
1.66
6.01
1.28
1.74
2.38
3.77
3.21
4.22
4.26
3.6
2.03
2.78
2.03
3.94
3
2.12
1.63
1.25
3.74
1.81
0.99
2.33
0.24
1.89
1.32
1.61
1.24
1.55
0.43
2.01
2.63
1.91
1.94
1.92
2.2
2.1
0.96
1.01
1
0.97
1.74
53.9
19.5
17.71
7.77
25.07
20.14
16.83
12.7
16.57
14.42
14.33
19.95
27.53
22.22
29.52
20.15
24.87
17.83
18.44
20.43
23
54.87
81.09
65.5
78.5
44.37
58.51
52.7
63.22
17.12
0.81
46.72
100
100
100
100
100
100
85.72
100
100
100
100
Label
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
83
84
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
Start Node
134
135
137
136
138
103
104
139
101
100
105
159
158
157
156
155
154
153
145
144
142
141
140
107
112
111
110
109
108
113
114
115
117
116
118
132
131
130
129
126
125
127
128
124
123
119
120
121
102
99
97
Stop Node
136
137
138
139
103
104
101
101
100
105
113
158
157
156
155
154
153
145
144
140
141
140
106
108
111
110
109
108
114
116
115
117
120
118
119
131
130
129
128
125
124
124
127
123
122
123
121
122
99
97
96
Material
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
Diameter (in)
8
8
8
8
8
10
10
8
10
10
20
8
15
15
15
15
15
15
15
18
8
10
18
8
8
8
8
8
8
20
8
8
8
20
20
8
8
8
8
10
10
12
12
12
24
20
8
8
8
15
15
Flow (Maximum Length Slope ) (gal/min) (ft)
(ft/ft)
679.97
210
0.011
112.90
94
0.051
112.97
272
0.011
680.08
432
0.009
1,235.53
425
0.031
1,349.17
23
0.051
2,254.80
120
0.008
680.19
418
0.027
3,129.12
11
0.135
3,129.16
135
0.018
10,004.79
63
0.005
0.04
135
0.025
538.79
208
0.004
538.92
268
0.003
2,674.73
224
0.003
2,674.84
224
0.002
2,674.96
250
0.006
2,675.10
277
0.013
2,675.14
73
0.006
3,266.54
427
0.006
3,574.57
167
0.05
3,574.57
11
0.013
6,841.28
292
0.009
9.5
198
0.006
48.66
26
0.023
607.44
214
0.025
607.34
101
0.061
607.33
127
0.044
616.82
202
0.004
10,040.16 289
0.005
616.66
233
0.006
616.44
177
0.005
616.53
356
0.004
10,040.31 284
0.005
10,040.39 221
0.004
313.95
123
0.054
313.66
209
0.01
361.25
223
0.007
359.82
250
0.008
69.07
32
0.04
69.06
79
0.02
426.32
104
0.006
427.43
305
0.054
494.43
21
0.051
10,427.27
74
0.001
10,040.49 263
0.006
616.55
350
0.005
616.38
13
0.054
332.89
148
0.006
407
167
0.002
407.04
89
0.003
Page 6 of 16
Capacity (Full Flow) (gal/min)
557.62
1,222.99
562.89
527.71
951.81
2,217.84
879.52
885.78
3,606.91
1,308.38
4,518.92
850.5
1,786.73
1,623.12
1,573.71
1,299.45
2,260.63
3,272.85
2,172.74
3,585.61
1,211.99
1,109.35
4,431.46
407.90
830.72
865.50
1,337.21
1,132.73
345.55
4,528.15
421.90
401.49
352.04
4,256.73
4,050.36
1,258.20
529.21
456.51
493.5
1,958.97
1,403.79
1,244.53
3,708.99
3,626.22
3,914.52
4,870.01
366.69
1,258.50
434.52
1,774.04
1,957.19
Velocity (Average) (ft/s)
2
2.06
1.18
1.84
3.53
3.9
2.63
2.37
7.48
3.65
2.76
0.36
1.23
1.07
1.76
1.46
2.03
2.52
1.82
1.99
5.58
3.33
3.04
0.47
1.43
2.74
3.61
3.18
1.36
2.76
1.48
1.33
1.15
2.58
2.43
3.36
1.8
1.62
1.6
1.87
1.46
1.34
2.97
2.95
1.63
2.72
1.06
2.21
1.39
1.08
1.09
Depth (Average End) / Rise (Maximum) (%)
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
100
34.49
61.77
100
100
100
100
100
100
100
100
100
37.24
55.4
67.15
63.39
12.84
16.6
100
75.79
100
100
100
100
100
65.58
33.75
30.95
Label
115
116
117
119
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
151
152
153
154
155
157
158
159
160
161
162
163
164
165
166
167
168
Start Node
96
92
91
93
90
89
88
87
86
88
122
84
85
61
62
64
65
48
49
50
51
52
53
54
55
58
56
57
59
60
67
66
69
68
70
71
199
198
201
45
35
34
33
32
31
30
29
23
22
27
28
Stop Node
92
91
90
90
89
88
87
86
84
84
85
85
61
63
64
65
66
49
50
51
52
53
54
55
58
56
57
59
60
67
68
69
70
71
198
199
200
201
200
35
33
33
32
31
28
29
27
22
21
21
18
Material
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
PVC
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Concrete
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Diameter (in)
15
8
8
10
15
10
10
10
10
8
24
12
24
24
12
12
12
8
8
8
8
6
8
8
8
8
8
8
8
10
12
12
12
12
12
15
15
12
18
6
10
8
10
10
10
8
8
8
10
8
10
Flow (Maximum Length Slope ) (gal/min) (ft)
(ft/ft)
(N/A)
95
0.003
99.22
134
0.009
99.24
61
0.011
325.76
195
0.004
671.78
74
0.003
708.61
231
0.009
(N/A)
147
0.009
501.36
167
0.009
501.41
165
0.008
501.42
459
0.012
11,043.61 207
0.005
1,002.84
10
0.148
12,045.85
64
0
12,239.88
20
0.003
0.01
20
0.01
0.05
96
0.008
0.09
108
0.001
518.71
37
0.181
518.78
258
0.012
525.64
152
0.019
562.41
50
0.018
562.42
77
0.021
573.51
229
0.012
610.27
44
0.038
610.3
105
0.04
610.3
31
0.039
610.32
73
0.007
610.37
196
0.015
631.95
187
0.017
983.74
117
0.008
983.82
199
0.006
0.19
270
0.005
0.29
247
0.004
993.47
528
0.007
0.39
253
0.004
993.57
192
0.007
1,145.84
39
0.017
0.49
256
0.004
1,145.84
6
‐0.007
1,082.58
139
0.061
1,137.76
173
0.001
0.03
103
0.021
1,368.83
131
0.008
1,393.58
223
0.01
1,393.64
191
0.005
87.71
122
0.007
87.73
79
0.005
295.60
90
0.074
295.69
281
0.006
87.78
203
0.07
1,578.54
292
0.039
Page 7 of 16
Capacity (Full Flow) (gal/min)
1,894.37
502.42
580.98
653.03
1,909.78
928.60
914.00
941.21
905.78
582.78
7,196.64
6,151.52
‐2,198.21
6,006.65
1,599.01
1,432.06
533.00
2,309.59
602.11
752.99
951.16
471.91
779.61
1,377.67
1,084.69
1,398.68
577.64
655.13
707.24
876.70
1,241.70
1,092.33
965.22
1,370.72
979.83
2,376.41
3,771.53
974.08
‐3,849.31
623.84
400.72
1,025.72
905.16
994.30
711.52
439.18
400.12
1,478.65
742.01
1,439.95
1,942.10
Velocity (Average) (ft/s)
(N/A)
0.64
0.68
1.07
1.21
1.66
(N/A)
1.54
1.44
1.72
2.5
4.41
0.21
2.23
0.13
0.22
0.14
5.14
1.99
2.21
2.6
2.81
2.25
3.3
2.78
3.28
1.76
1.9
1.97
1.78
1.54
0.28
0.3
1.59
0.33
1.31
1.94
0.36
0.03
4.52
1.19
0.37
2.16
2.27
1.72
0.93
0.83
3.14
1.24
1.96
3.55
Depth (Average End) / Rise (Maximum) (%)
(N/A)
30.14
51.63
49.92
42.28
76.89
(N/A)
51.91
53.13
71.47
100
88.82
100
100
10.5
0.5
1.03
32.18
83.04
61.54
62.66
100
63.78
50.13
53.66
46.19
95.47
76.43
81.76
100
67.16
1.11
1.38
63.13
1.66
46.01
68.5
1.74
71.63
100
100
0.42
100
100
100
40.82
31.84
42.58
43.87
32.85
68.43
Label
169
170
171
172
173
174
175
176
177
181
182
187
188
189
207
208
209
210
211
214
225
227
230
231
232
233
234
235
236
237
238
239
Start Node
24
21
20
18
17
36
37
38
39
14
13
42
43
44
171
106
4859
16
‐15
201
92
63
12
206
96
MH‐A
213
212
211
210
209
208
Stop Node
20
20
18
17
16
37
38
39
4859
13
12
43
44
206
172
105
16
‐15
14
OF‐2
93
OF‐13
OF‐16
OF‐17
MH‐A
93
212
211
210
209
208
142
Material
PVC
Vitrified Clay
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
PVC
PVC
Vitrified Clay
PVC
PVC
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Vitrified Clay
Diameter (in)
8
10
10
12
12
8
8
8
8
12
12
10
12
12
12
18
8
12
12
12
10
12
12
12
12
10
6
6
6
6
6
6
Flow (Maximum Length Slope ) (gal/min) (ft)
(ft/ft)
209.51
85
0.051
383.47
5
0.014
593
61
0.013
2,171.56
62
0.024
2,171.58
58
0.019
475.66
56
0.03
477.27
123
0.087
508.80
120
0.019
508.85
168
0.02
2,744.19
103
0.016
2,744.21
53
0.004
26.8
79
0.034
26.81
15
0.036
26.83
60
0.001
497.21
286
0.003
6,879.04
294
0.009
508.91
250
0.005
2,742.54
310
0.019
2,742.58
122
0.011
1,146.33
55
18.539
(N/A)
11
‐0.028
12,239.81
33
31.076
2,744.23
42
24.648
26.83
31
33.319
228.52
23
0.002
228.52
80
0.007
425.28
133
0.022
3,402.08
168
0.017
3,402.15
266
0.02
3,402.23
308
0.018
3,402.31
315
0.018
3,402.32
32
0.016
Page 8 of 16
Capacity (Full Flow) (gal/min)
1,589.46
1,163.50
1,140.10
3,189.89
2,888.62
936.57
1,601.85
750.84
766.99
2,590.81
1,244.61
2,354.50
3,944.08
619.29
931.22
4,347.35
400.01
2,887.12
2,154.02
68,848.67
‐1,650.77
89,138.29
103,200.59
92,299.11
969.21
807.89
369.29
333.14
353.45
341.98
339.65
321.02
Velocity (Average) (ft/s)
2.97
1.64
1.93
3.81
3.53
2.65
3.83
2.27
2.26
3.36
1.99
1.35
1.3
0.36
1.6
2.9
1.39
3.79
2.99
22.6
(N/A)
57.9
42.57
12.27
1.01
1.27
2.37
3.92
4.08
3.96
3.9
3.72
Depth (Average End) / Rise (Maximum) (%)
44.25
46.98
55.3
61.63
92.07
50.45
48.88
60.34
100
100
100
25.9
5.9
14.17
100
100
100
100
100
8.98
(N/A)
25.03
11.23
1.35
35.84
39.56
100
100
100
100
100
100
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
PROPOSED CONDITIONS
MANHOLES
Dry Loading Conditions ADF
Label
Elevation (Rim) (ft)
Elevation (Invert) (ft)
Depth (Structure) (ft)
Depth (Maximum) (ft)
Surcharge %
12
13
14
15
16
17
18
20
21
22
23
24
27
28
29
30
31
32
33
34
35
36
37
38
39
42
43
44
45
48
49
50
51
52
53
54
55
1,047.50
1,049.17
1,050.05
1,050.27
1,053.84
1,055.24
1,062.44
1,066.79
1,066.88
1,062.12
1,064.79
1,065.77
1,073.01
1,072.55
1,073.36
1,073.98
1,074.32
1,085.85
1,087.27
1,085.46
1,088.02
1,075.50
1,074.79
1,067.85
1,064.32
1,057.17
1,054.63
1,054.35
1,085.53
1,073.42
1,072.27
1,069.24
1,066.78
1,066.56
1,064.07
1,048.84
1,049.09
1,035.20
1,035.39
1,039.40
1,040.77
1,046.80
1,048.02
1,049.50
1,050.43
1,050.50
1,052.10
1,058.79
1,054.75
1,064.84
1,061.00
1,065.20
1,065.74
1,062.00
1,064.40
1,065.74
1,082.00
1,066.17
1,068.81
1,065.43
1,054.70
1,052.34
1,050.31
1,047.63
1,033.00
1,074.73
1,065.01
1,057.79
1,054.53
1,051.41
1,049.80
1,047.80
1,044.10
1,042.42
12.3
13.78
10.65
9.5
7.04
7.22
12.94
16.36
16.38
10.02
6
11.02
8.17
11.55
8.16
8.24
12.32
21.45
21.53
3.46
21.85
6.69
9.36
13.15
11.98
6.86
7
21.35
10.8
8.41
14.48
14.71
15.37
16.76
16.27
4.74
6.67
0.07
0.64
0.41
0.45
0.39
0.34
0.32
0.24
0.19
0.21
0.12
0.1
0.07
0.3
0.25
0.38
0.49
0.4
0.42
0
0.65
0.19
0.14
0.22
0.21
0.04
0.35
0.08
0.27
0.12
0.24
0.52
0.2
0.22
0.22
0.17
0.2
1%
5%
4%
5%
6%
5%
2%
1%
1%
2%
2%
1%
1%
3%
3%
5%
4%
2%
2%
0%
3%
3%
1%
2%
2%
1%
5%
0%
3%
1%
2%
4%
1%
1%
1%
4%
3%
Page 9 of 16
Label
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
84
85
86
87
88
89
90
91
92
93
96
97
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
Elevation (Rim) (ft)
1,041.54
1,039.71
1,042.94
1,036.14
1,033.63
1,034.31
1,034.69
1,033.81
1,033.89
1,033.68
1,032.59
1,032.23
1,032.11
1,031.43
1,030.43
1,029.87
1,035.09
1,034.40
1,037.59
1,037.34
1,039.22
1,043.54
1,042.54
1,043.83
1,045.52
1,044.81
1,046.46
1,051.00
1,046.22
1,046.79
1,046.94
1,049.17
1,049.75
1,049.35
1,042.77
1,045.16
1,047.14
1,044.60
1,051.03
1,056.82
1,066.24
1,068.86
1,045.32
1,044.80
1,042.69
1,045.66
Elevation (Invert) (ft)
1,035.39
1,034.79
1,038.02
1,031.30
1,027.73
1,025.99
1,026.00
1,025.51
1,025.80
1,025.22
1,024.80
1,026.70
1,025.38
1,023.20
1,022.03
1,021.50
1,029.00
1,026.19
1,031.70
1,033.43
1,034.34
1,036.40
1,036.59
1,037.30
1,038.65
1,037.89
1,038.46
1,038.65
1,039.02
1,037.39
1,039.44
1,040.67
1,042.65
1,040.61
1,033.79
1,036.40
1,038.32
1,037.20
1,043.54
1,049.84
1,055.55
1,056.21
1,033.46
1,036.11
1,034.70
1,031.84
Depth (Structure) (ft)
6.15
4.92
4.92
4.84
5.9
8.32
8.69
8.3
8.09
8.46
7.79
5.53
6.73
8.23
8.4
8.37
6.09
8.21
5.89
3.91
4.88
7.14
5.95
6.53
6.87
6.92
8
12.35
7.2
9.4
7.5
8.5
7.1
8.74
8.98
8.76
8.82
7.4
7.49
6.98
10.69
12.65
11.86
8.69
7.99
13.82
Page 10 of 16
Depth (Maximum) (ft)
0.27
0.26
0.17
0.25
0.35
1.22
0.01
0.15
0.21
0.01
0.01
0.35
0.34
0.01
0.02
0.32
0.16
1.67
0.24
0.24
0.5
0.29
0.29
0.09
0.1
0.24
0.22
0.27
0.23
0.58
0.31
0.23
0.25
0.62
1.08
0.77
0.04
0.39
0.19
0.18
0.22
0.06
1.08
0.33
0.45
1.13
Surcharge %
4%
5%
3%
5%
6%
15%
0%
2%
3%
0%
0%
6%
5%
0%
0%
4%
3%
20%
4%
6%
10%
4%
5%
1%
1%
3%
3%
2%
3%
6%
4%
3%
4%
7%
12%
9%
0%
5%
3%
3%
2%
0%
9%
4%
6%
8%
Label
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
Elevation (Rim) (ft)
1,042.38
1,044.91
1,041.58
1,040.26
1,038.04
1,037.57
1,037.23
1,037.37
1,038.73
1,040.30
1,039.31
1,057.63
1,065.85
1,070.18
1,066.29
1,067.02
1,069.81
1,066.54
1,068.52
1,067.95
1,065.60
1,063.12
1,061.01
1,052.05
1,052.10
1,053.09
1,055.49
1,053.76
1,060.55
1,061.46
1,059.28
1,055.96
1,052.13
1,053.10
1,051.23
1,054.62
1,056.41
1,059.68
1,063.95
1,059.56
1,067.94
1,068.33
1,067.34
1,067.76
1,069.89
1,069.31
Elevation (Invert) (ft)
1,033.70
1,030.33
1,029.40
1,032.00
1,030.30
1,027.34
1,027.71
1,030.30
1,033.71
1,035.10
1,030.93
1,047.41
1,050.40
1,052.20
1,054.30
1,061.02
1,059.41
1,057.56
1,063.92
1,055.04
1,059.05
1,056.00
1,050.80
1,039.19
1,039.67
1,048.61
1,041.95
1,042.36
1,049.93
1,049.11
1,048.13
1,047.21
1,046.85
1,046.50
1,044.91
1,045.98
1,047.60
1,048.50
1,049.18
1,050.27
1,051.14
1,054.71
1,063.35
1,061.36
1,060.73
1,060.59
Depth (Structure) (ft)
8.68
14.58
12.18
8.26
7.74
10.23
9.52
7.07
5.02
5.2
8.38
10.22
15.45
17.98
11.99
6
10.4
8.98
4.6
12.91
6.55
7.12
10.21
12.86
12.43
4.48
13.54
11.4
10.62
12.35
11.15
8.75
5.28
6.6
6.32
8.64
8.81
11.18
14.77
9.29
16.8
13.62
3.99
6.4
9.16
8.72
Page 11 of 16
Depth (Maximum) (ft)
0.37
1.17
1.02
0.36
0.18
1.02
1.48
0.14
0.07
0.06
0.23
0.13
0.22
0.23
0.2
0.13
0.25
0.3
0.08
0.31
0.12
0.31
0.23
0.76
0.8
0.54
0.57
0.56
0.13
0.12
0.13
0.13
0.29
0.44
0.4
0.45
0.55
0.76
0.67
0.28
0.27
0
0.09
0.29
0.46
0.41
Surcharge %
4%
8%
8%
4%
2%
10%
16%
2%
1%
1%
3%
1%
1%
1%
2%
2%
2%
3%
2%
2%
2%
4%
2%
6%
6%
12%
4%
5%
1%
1%
1%
1%
5%
7%
6%
5%
6%
7%
5%
3%
2%
0%
2%
5%
5%
5%
Label
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
206
208
209
210
211
212
213
1613
1634
1650
1689
4859
MH‐A
Elevation (Rim) (ft)
1,068.49
1,071.10
1,070.95
1,065.95
1,065.39
1,065.04
1,065.28
1,058.33
1,058.35
1,056.86
1,073.66
1,082.93
1,081.99
1,083.10
1,084.42
1,079.17
1,102.94
1,104.47
1,106.18
1,108.83
1,107.32
1,109.79
1,109.42
1,106.34
1,099.12
1,096.05
1,094.70
1,094.72
1,087.42
1,029.74
1,029.22
1,029.54
1,029.71
1,043.54
1,053.47
1,067.37
1,073.75
1,077.63
1,081.60
1,081.42
1,074.04
1,076.04
1,084.21
1,102.87
1,061.24
1,045.52
Elevation (Invert) (ft)
1,060.23
1,060.18
1,059.88
1,059.44
1,059.14
1,058.42
1,057.58
1,049.82
1,048.58
1,048.29
1,064.89
1,070.06
1,073.96
1,070.93
1,073.70
1,073.92
1,095.96
1,095.82
1,094.98
1,100.50
1,100.85
1,094.74
1,094.46
1,092.95
1,086.24
1,084.95
1,081.84
1,076.27
1,074.07
1,021.08
1,020.21
1,019.61
1,019.65
1,032.89
1,049.22
1,055.15
1,065.40
1,070.77
1,073.82
1,076.66
1,068.04
1,070.04
1,078.21
1,099.00
1,048.30
1,038.41
Depth (Structure) (ft)
8.26
10.92
11.07
6.51
6.25
6.62
7.7
8.51
9.77
8.57
8.77
12.87
8.03
12.17
10.72
5.25
6.98
8.65
11.2
8.33
6.47
15.05
14.96
13.39
12.88
11.1
12.86
18.45
13.35
8.66
9.01
9.93
10.06
10.65
4.25
12.22
8.35
6.86
7.78
4.76
6
6
6
3.87
12.94
7.11
Page 12 of 16
Depth (Maximum) (ft)
0.77
0.28
0.36
0.32
0.39
0.28
0.38
0.33
0.28
0.29
0.17
0.14
0.08
0.21
0.16
0.05
0.36
0.03
0.23
0.08
0.18
0.18
0.15
0.11
0.13
0.11
0.11
0.14
0.2
0.02
0.45
1.05
0.05
0.01
4.25
12.22
8.35
6.86
7.78
4.76
0.01
0.02
0.02
0.02
0.3
0.27
Surcharge %
9%
3%
3%
5%
6%
4%
5%
4%
3%
3%
2%
1%
1%
2%
1%
1%
5%
0%
2%
1%
3%
1%
1%
1%
1%
1%
1%
1%
1%
0%
5%
11%
0%
0%
100%
100%
100%
100%
100%
100%
0%
0%
0%
1%
2%
4%
KANSAS STATE UNIVERSITY SANITARY SEWER STUDY
PROPOSED CONDITIONS
MANHOLES
Wet Loading Conditions PDF (PF=3.0)
Label
12
13
14
15
16
17
18
20
21
22
23
24
27
28
29
30
31
32
33
34
35
36
37
38
39
42
43
44
45
48
49
50
51
52
53
54
55
Elevation (Rim) (ft)
1,047.50
1,049.17
1,050.05
1,050.27
1,053.84
1,055.24
1,062.44
1,066.79
1,066.88
1,062.12
1,064.79
1,065.77
1,073.01
1,072.55
1,073.36
1,073.98
1,074.32
1,085.85
1,087.27
1,085.46
1,088.02
1,075.50
1,074.79
1,067.85
1,064.32
1,057.17
1,054.63
1,054.35
1,085.53
1,073.42
1,072.27
1,069.24
1,066.78
1,066.56
1,064.07
1,048.84
1,049.09
Elevation (Invert) (ft)
1,035.20
1,035.39
1,039.40
1,040.77
1,046.80
1,048.02
1,049.50
1,050.43
1,050.50
1,052.10
1,058.79
1,054.75
1,064.84
1,061.00
1,065.20
1,065.74
1,062.00
1,064.40
1,065.74
1,082.00
1,066.17
1,068.81
1,065.43
1,054.70
1,052.34
1,050.31
1,047.63
1,033.00
1,074.73
1,065.01
1,057.79
1,054.53
1,051.41
1,049.80
1,047.80
1,044.10
1,042.42
Depth (Structure) (ft)
12.3
13.78
10.65
9.5
7.04
7.22
12.94
16.36
16.38
10.02
6
11.02
8.17
11.55
8.16
8.24
12.32
21.45
21.53
3.46
21.85
6.69
9.36
13.15
11.98
6.86
7
21.35
10.8
8.41
14.48
14.71
15.37
16.76
16.27
4.74
6.67
Page 13 of 16
Depth (Maximum) (ft)
0.11
1.71
1.17
1.93
1.29
0.65
0.61
0.43
0.36
0.37
0.2
0.16
0.11
0.57
0.34
0.46
3.63
5.71
6.91
0
7.85
0.34
0.25
0.4
0.4
0.06
0.37
0.14
10.8
0.21
0.48
0.71
0.37
1.17
0.43
0.31
0.36
Surcharge %
1%
12%
11%
20%
18%
9%
5%
3%
2%
4%
3%
1%
1%
5%
4%
6%
29%
27%
32%
0%
36%
5%
3%
3%
3%
1%
5%
1%
100%
2%
3%
5%
2%
7%
3%
7%
5%
Label
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
84
85
86
87
88
89
90
91
92
93
96
97
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
Elevation (Rim) (ft)
1,041.54
1,039.71
1,042.94
1,036.14
1,033.63
1,034.31
1,034.69
1,033.81
1,033.89
1,033.68
1,032.59
1,032.23
1,032.11
1,031.43
1,030.43
1,029.87
1,035.09
1,034.40
1,037.59
1,037.34
1,039.22
1,043.54
1,042.54
1,043.83
1,045.52
1,044.81
1,046.46
1,051.00
1,046.22
1,046.79
1,046.94
1,049.17
1,049.75
1,049.35
1,042.77
1,045.16
1,047.14
1,044.60
1,051.03
1,056.82
1,066.24
1,068.86
1,045.32
1,044.80
1,042.69
1,045.66
Elevation (Invert) (ft)
1,035.39
1,034.79
1,038.02
1,031.30
1,027.73
1,025.99
1,026.00
1,025.51
1,025.80
1,025.22
1,024.80
1,026.70
1,025.38
1,023.20
1,022.03
1,021.50
1,029.00
1,026.19
1,031.70
1,033.43
1,034.34
1,036.40
1,036.59
1,037.30
1,038.65
1,037.89
1,038.46
1,038.65
1,039.02
1,037.39
1,039.44
1,040.67
1,042.65
1,040.61
1,033.79
1,036.40
1,038.32
1,037.20
1,043.54
1,049.84
1,055.55
1,056.21
1,033.46
1,036.11
1,034.70
1,031.84
Depth (Structure) (ft)
6.15
4.92
4.92
4.84
5.9
8.32
8.69
8.3
8.09
8.46
7.79
5.53
6.73
8.23
8.4
8.37
6.09
8.21
5.89
3.91
4.88
7.14
5.95
6.53
6.87
6.92
8
12.35
7.2
9.4
7.5
8.5
7.1
8.74
8.98
8.76
8.82
7.4
7.49
6.98
10.69
12.65
11.86
8.69
7.99
13.82
Page 14 of 16
Depth (Maximum) (ft)
0.67
0.51
0.31
0.49
0.99
2.13
0.01
0.25
0.21
0.01
0.01
0.67
0.63
0.01
0.02
0.56
0.27
2.83
0.44
0.43
0.74
0.55
0.51
0.19
0.2
0.42
0.33
0.44
0.41
9.4
7.5
0.44
7.1
8.74
8.98
8.76
6.28
7.4
2.65
0.32
0.41
0.11
11.86
8.69
7.99
13.82
Surcharge %
11%
10%
6%
10%
17%
26%
0%
3%
3%
0%
0%
12%
9%
0%
0%
7%
4%
34%
7%
11%
15%
8%
9%
3%
3%
6%
4%
4%
6%
100%
100%
5%
100%
100%
100%
100%
71%
100%
35%
5%
4%
1%
100%
100%
100%
100%
Label
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
Elevation (Rim) (ft)
1,042.38
1,044.91
1,041.58
1,040.26
1,038.04
1,037.57
1,037.23
1,037.37
1,038.73
1,040.30
1,039.31
1,057.63
1,065.85
1,070.18
1,066.29
1,067.02
1,069.81
1,066.54
1,068.52
1,067.95
1,065.60
1,063.12
1,061.01
1,052.05
1,052.10
1,053.09
1,055.49
1,053.76
1,060.55
1,061.46
1,059.28
1,055.96
1,052.13
1,053.10
1,051.23
1,054.62
1,056.41
1,059.68
1,063.95
1,059.56
1,067.94
1,068.33
1,067.34
1,067.76
1,069.89
1,069.31
Elevation (Invert) (ft)
1,033.70
1,030.33
1,029.40
1,032.00
1,030.30
1,027.34
1,027.71
1,030.30
1,033.71
1,035.10
1,030.93
1,047.41
1,050.40
1,052.20
1,054.30
1,061.02
1,059.41
1,057.56
1,063.92
1,055.04
1,059.05
1,056.00
1,050.80
1,039.19
1,039.67
1,048.61
1,041.95
1,042.36
1,049.93
1,049.11
1,048.13
1,047.21
1,046.85
1,046.50
1,044.91
1,045.98
1,047.60
1,048.50
1,049.18
1,050.27
1,051.14
1,054.71
1,063.35
1,061.36
1,060.73
1,060.59
Depth (Structure) (ft)
8.68
14.58
12.18
8.26
7.74
10.23
9.52
7.07
5.02
5.2
8.38
10.22
15.45
17.98
11.99
6
10.4
8.98
4.6
12.91
6.55
7.12
10.21
12.86
12.43
4.48
13.54
11.4
10.62
12.35
11.15
8.75
5.28
6.6
6.32
8.64
8.81
11.18
14.77
9.29
16.8
13.62
3.99
6.4
9.16
8.72
Page 15 of 16
Depth (Maximum) (ft)
7.06
14.43
9.65
4.16
1.34
4.13
4.54
1.97
0.13
0.11
1.38
0.23
0.42
0.45
0.37
0.23
5.28
6.05
0.14
5.27
4.19
7.12
2.71
12.12
12.43
4.48
11.41
11.4
0.23
0.95
1.9
2.77
5.28
6.6
6.32
8.64
8.81
9.82
11.04
9.29
8.49
4.92
0.15
0.45
0.81
0.5
Surcharge %
81%
99%
79%
50%
17%
40%
48%
28%
3%
2%
16%
2%
3%
3%
3%
4%
51%
67%
3%
41%
64%
100%
27%
94%
100%
100%
84%
100%
2%
8%
17%
32%
100%
100%
100%
100%
100%
88%
75%
100%
51%
36%
4%
7%
9%
6%
Label
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
185
186
187
188
189
190
191
192
193
194
195
196
197
198
199
200
201
206
208
209
210
211
212
213
1613
1634
1650
1689
4859
MH‐A
Elevation (Rim) (ft)
1,068.49
1,071.10
1,070.95
1,065.95
1,065.39
1,065.04
1,065.28
1,058.33
1,058.35
1,056.86
1,073.66
1,082.93
1,081.99
1,083.10
1,084.42
1,079.17
1,102.94
1,104.47
1,106.18
1,108.83
1,107.32
1,109.79
1,109.42
1,106.34
1,099.12
1,096.05
1,094.70
1,094.72
1,087.42
1,029.74
1,029.22
1,029.54
1,029.71
1,043.54
1,053.47
1,067.37
1,073.75
1,077.63
1,081.60
1,081.42
1,074.04
1,076.04
1,084.21
1,102.87
1,061.24
1,045.52
Elevation (Invert) (ft)
1,060.23
1,060.18
1,059.88
1,059.44
1,059.14
1,058.42
1,057.58
1,049.82
1,048.58
1,048.29
1,064.89
1,070.06
1,073.96
1,070.93
1,073.70
1,073.92
1,095.96
1,095.82
1,094.98
1,100.50
1,100.85
1,094.74
1,094.46
1,092.95
1,086.24
1,084.95
1,081.84
1,076.27
1,074.07
1,021.08
1,020.21
1,019.61
1,019.65
1,032.89
1,049.22
1,055.15
1,065.40
1,070.77
1,073.82
1,076.66
1,068.04
1,070.04
1,078.21
1,099.00
1,048.30
1,038.41
Depth (Structure) (ft)
8.26
10.92
11.07
6.51
6.25
6.62
7.7
8.51
9.77
8.57
8.77
12.87
8.03
12.17
10.72
5.25
6.98
8.65
11.2
8.33
6.47
15.05
14.96
13.39
12.88
11.1
12.86
18.45
13.35
8.66
9.01
9.93
10.06
10.65
4.25
12.22
8.35
6.86
7.78
4.76
6
6
6
3.87
12.94
7.11
Page 16 of 16
Depth (Maximum) (ft)
0.86
0.43
0.59
0.5
0.63
0.43
0.5
2.91
3.87
4.11
0.25
0.2
0.14
0.3
0.22
0.09
0.36
0.06
0.25
0.08
0.18
0.2
0.17
0.13
0.17
0.14
0.14
0.18
0.28
0.02
0.59
1.19
0.09
0.01
4.25
12.22
8.35
6.86
7.78
4.76
0.01
0.03
0.04
0.03
2
0.38
Surcharge %
10%
4%
5%
8%
10%
6%
6%
34%
40%
48%
3%
2%
2%
2%
2%
2%
5%
1%
2%
1%
3%
1%
1%
1%
1%
1%
1%
1%
2%
0%
7%
12%
1%
0%
100%
100%
100%
100%
100%
100%
0%
1%
1%
1%
15%
5%