HomeMy WebLinkAbout03-23-19 Special Meeting of the La Porte City Council - Budget Retreat
LOUIS RIGBYCHUCK ENGELKEN
Mayor Councilmember District 2
JOHN ZEMANEK BILL BENTLEY
Councilmember at Large A Councilmember District 3
STEVE GILLETT KRISTIN MARTIN
Councilmember at Large B Councilmember District 4
DANNY EARP JAY MARTIN
Councilmember District 1 Councilmember District 5
NANCY OJEDA
Mayor Pro-Tem
Councilmember District 6
CITY COUNCIL MEETING SPECIAL AGENDA
Notice is hereby given of a Special Meeting of the La Porte City Council to be held March
23, 2019, beginning at 8:00 a.m., in the City Hall Council Chambers, 604 W. Fairmont
Parkway, La Porte, Texas, for the purpose of considering the following agenda items. All
agenda items are subject to action.
1. CALL TO ORDER
2. PRESENTATION, DISCUSSION AND POSSIBLE ACTION The purpose of this
meeting is to discuss and formulate City Council and staff plans, operations, policies,
and/or future projects, including the following:
(a) Financial Overview. \[Michael Dolby, Finance Director\]
(b) Medical & Health Insurance Update. \[Matt Hartleib, Human Resources
Manager\]
(c) City Facility Maintenance Program (Councilmember Engelken). \[Roz Epting,
Parks and Recreation Director\]
(d) Library Flooring & Repainting. \[Roz Epting, Parks and Recreation Director\]
(e) Fitness Center (Councilmembers J. Martin and Zemanek). \[Corby Alexander,
City Manager and Roz Epting, Parks and Recreation Director\]
(f) 7th Street Widening - Concrete Paving & Sidewalks (Councilmember K.
Martin). \[Don Pennell, Public Works Director\]
(g) EMS Headquarter Expansion. \[Ray Nolen, EMS Chief\]
(h) Additional EMS Captain. \[Ray Nolen, EMS Chief\]
(i) Fire Field Propane Project. \[Donald Ladd, Assistant Fire Chief\]
(j) Bay Forest Golf Course Capital Improvement Projects. \[Alex Osmond, Golf
Course Manager\]
(k) IT Private Fiber Network. \[Grady Parker, IT Manager\]
(l) Convert Northwest Park & Little Cedar Bayou Park Lights. \[Roz Epting, Parks
and Recreation Director\]
(m) Klein Retreat Park Options (Councilmember Earp). \[Roz Epting, Parks and
Recreation Director\]
(n) Outdoor Fitness Equipment at Fairmont Park (Councilmember Ojeda). \[Roz
Epting, Parks and Recreation Director\]
(o) Paved Parking Lot at Recycling Center (Councilmember Ojeda). \[Don Pennell,
Public Works Director\]
(p) Continuation of Sidewalk on Farrington to Fairmont Park entrance
(Councilmember Ojeda). \[Don Pennell, Public Works Director\]
(q) Funds for Artist Grants to be used for Outdoor Public Art Installations
(Councilmember Ojeda). \[Ryan Cramer, Economic Development Coordinator\]
(r) Uniform Plants & Planters along Main Street (Councilmember Ojeda). \[Ryan
Cramer, Economic Development Coordinator\]
(s) $5,000 for Startup (Seed Money) of Youth Advisory Council through TML
(Councilmember Ojeda). \[Jason Weeks, Assistant City Manager and Roz
Epting, Parks and Recreation Director\]
(t) Shelter in Place Procedures (Councilmember Engelken). \[Kristin Gauthier,
Emergency Management Coordinator\]
(u) City Safety Record, Policies, & Procedures (Councilmember Engelken). \[Matt
Hartleib, Human Resources Manager and Matt Daeumer, Assistant Police
Chief\]
(v) Employee Evaluation and Merit Pay Increase Procedures (Councilmember
Engelken). \[Matt Hartleib, Human Resources Manager and Michael Dolby,
Finance Director\]
(w) Presentation and discussion of meeting procedural items with the City
Secretary's Office. \[Lee Woodward, City Secretary\]
3. COUNCIL COMMENTS - Hear announcements concerning matters appearing on the agenda;
items of community interest; and/or inquiries of staff regarding specific factual information or
existing policy from the Mayor, Councilmembers, and City staff, for which no formal action will be
discussed or taken.
4. ADJOURNMENT
If, during the course of the meeting and discussion of any items covered by this notice, City Council
determines that a Closed or Executive Session of the Council is required, then such closed meeting
will be held as authorized by Texas Government Code, Chapter 551, Section 551.071 - consultation
with counsel on legal matters; Section 551.072 - deliberation regarding purchase, exchange, lease
or value of real property; Section 551.073 - deliberation regarding a prospective gift; Section 551.074
- personnel matters regarding the appointment, employment, evaluation, reassignment, duties,
discipline, or dismissal of a public officer or employee; Section 551.076 - implementation of security
personnel or devices; Section 551.087 - deliberation regarding economic development negotiation;
Section 551.089 - deliberation regarding security devices or security audits, and/or other matters
as authorized under the Texas Government Code. If a Closed or Executive Session is held in
accordance with the Texas Government Code as set out above, the City Council will reconvene in
Open Session in order to take action, if necessary, on the items addressed during Executive
Session.
Persons with disabilities who plan to attend this meeting and who may need auxiliary aids or services are
requested to contact the City Secretary's office (281-470-5019), two working days prior to the meeting for
appropriate arrangements.
CERTIFICATE
I, Lee Woodward, City Secretary, do hereby certify that a copy of the March 23, 2019, City Council agenda
was posted on the City Hall bulletin board, a place convenient and readily accessible to the general public
at all times, and to the City's website, www.LaPorteTX.gov, in compliance with Chapter 551, Texas
Government Code.
DATE OF
POSTING
TIME OF
POSTING
TAKEN DOWN
Financial Overview
Property Tax Growth
General Fund Current Tax Collections (O&M)
10-Year History
In-Lieu-of-Taxes Trend –General Fund
Sales Tax Trends –General Fund
Historical Growth -10 Years
General Fund
Statement of Revenues, Expenditures and Changes in Fund Balances
For the Fourth Month Ended January 31, 2019, with Comparative Data for the Prior Year
33% of Year Lapsed
Current YearPrior Year
ActualPercent ofActualPercent of
BudgetYear to DateVariance BudgetBudgetYear to Date Budget
REVENUES
General Fund
Statement of Revenues, Expenditures and Changes in Fund Balances
For the Fourth Month Ended January 31, 2019, with Comparative Data for the Prior Year
33% of Year Lapsed
Current YearPrior Year
ActualPercent ofActualPercent of
BudgetYear to DateVariance BudgetBudgetYear to Date Budget
EXPENDITURES
1
Includes Admin, HR, MC, IT, City Sec., Legal, Emergency Management, City Council, and Golf.
General Fund
Statement of Revenues, Expenditures and Changes in Fund Balances
For the Fourth Month Ended January 31, 2019, with Comparative Data for the Prior Year
33% of Year Lapsed
Current YearPrior Year
ActualPercent ofActualPercent of
BudgetYear to DateVariance BudgetBudgetYear to Date Budget
OTHER FINANCING SOURCES (USES)
General Fund Long Range Plan
Utility Fund
Statement of Revenues, Expenditures and Changes in Fund Balances
For the Fourth Month Ended January 31, 2019, with Comparative Data for the Prior Year
33% of Year Lapsed
Current YearPrior Year
ActualPercent ofActualPercent of
BudgetYear to DateVariance BudgetBudgetYear to Date Budget
Utility Fund Long Range Plan
Utility Fund Long Range Plan
(Including TWDB Debt)
City of La Porte
Benefits Strategy Meeting
1 1
Agenda
1
2
3
4
2 2
1
Overview & Renewal
Recap
3 3
Financials
LookingAhead
4
COVERAGECARRIER2018 /2019 RENEWAL RESULTSNEXT RENEWAL
Medical/Rx
Dental
Vision
Basic
Life/AD&D,Vol.
Life/AD&D/ LTD
EAP
5
2
Plan Financial
Performance Review
6 6
FIXED
1
ENROLLMENT CLAIMS DATA COST EMPLOYER NET COST BUDGET DATA
AHF AHF
23
Month PPO 1000 1500 Total PPO AHF 1000 AHF 1500 Stop Loss AHF Fund Total Total EE Contribs Net Cost Total Cost Budget Surplus
2018-01 188 150 71 409 $404,670 $131,572 $82,298 $0 $37,682 $656,222 $49,811 ($64,374) $641,659 $706,033 $604,464 ($101,569)
2018-02 185 146 73 404 $280,097 $118,758 $47,429 $0 $44,934 $491,218 $49,207 ($63,189) $477,236 $540,424 $595,511 $55,087
2018-03 183 144 80 407 $272,569 $127,426 $85,076 $0 -$5,849 $479,222 $49,569 ($62,986) $465,806 $528,792 $597,528 $68,736
2018-04 183 143 81 407 $309,885 $99,432 $90,675 $0 $19,720 $519,712 $49,569 ($62,912) $506,370 $569,282 $597,492 $28,211
2018-05 181 142 80 403 $290,939 $95,800 $79,102 $0 $18,152 $483,992 $49,086 ($62,463) $470,616 $533,078 $594,417 $61,339
2018-06 179 139 84 402 $397,179 $89,784 $68,651 ($45,165) $11,509 $521,959 $48,965 ($61,568) $509,355 $570,924 $590,480 $19,557
2018-07 177 136 87 400 $226,163 $91,626 $251,043 ($4,408) $9,471 $573,895 $48,723 ($60,974) $561,644 $622,618 $585,651 ($36,967)
2018-08 177 136 89 402 $273,474 $121,647 $229,370 ($37,541) $8,481 $595,430 $48,965 ($61,041) $583,354 $644,395 $587,369 ($57,026)
2018-09 175 131 88 394 $132,366 $122,545 $144,155 ($21,990) $7,931 $385,008 $47,998 ($59,808) $373,197 $433,006 $576,897 $143,892
2018-10 172 131 93 396 $184,882 $169,967 $177,425 ($57,368) $5,794 $480,700 $48,240 ($59,413) $469,527 $528,940 $576,212 $47,272
2018-11
170 126 99 395 $208,312 $197,177 $187,239 ($108,781) $3,368 $487,315 $48,119 ($58,380) $477,054 $535,434 $572,616 $37,182
2018-12 170 125 101 396 $246,365 $110,322 $172,363 ($60,265) $3,651 $472,436 $48,240 ($58,587) $462,089 $520,676 $573,953 $53,277
Total 2,140 1,649 1026 4,815 $3,226,900 $1,476,057 $1,614,826 ($335,518) $164,844 $6,147,109 $586,493 ($735,696) $5,997,905 $6,733,601 $7,052,591 $318,990
Avg/PEPM 178 137 86 401 $1,507.90 $895.12 $1,573.90 ($69.68) $61.62 $1,276.66 $121.81 ($152.79) $1,245.67 $1,398.46 $1,464.71 $66.25
Year to Date Summary Total PEPM
Total Net Paid Claims $6,147,109 $1,276.66
AHF 1500
Med, 77% Rx, 23%
Total Fixed Costs $586,493 $121.81
AHF 1000
Med, 71% Rx, 29%
Subtotal - Total Costs $6,733,601 $1,398.46
PPO
Med, 68% Rx, 32%
Total Cost as % of Budget 95%
Employee Contributions ($735,696) ($152.79)
0%20%40%60%80%100%
Total - Net Employer Costs $5,997,905 $1,245.67
7
$600,000
$500,000
$400,000
$165,000 Specific Deductible
$300,000
$200,000
$100,000
$0
Claimant Total Paid Over / Under ISL Plan Relationship
$325,097 AHF 1000 Employee
1 $160,097
$259,618 AHF 1000 Spouse
2 $94,618
$226,274 PPO Employee
3 $61,274
$184,530 PPO Employee
4 $19,530
$124,725 AHF 1000 Employee
5 ($40,275)
$124,588 AHF 1500 Spouse
6 ($40,412)
$83,029 PPO Employee
7 ($81,971)
Total $1,327,861 21.0% of Medical & Rx Claims
8
Enrollment Claims Data
Period
Period End EE EESp EECh Fam Total Medical Rx Stop Loss Total Paid PEPM
Plan Year - January through December
Jan-17 Dec-17 1,724 827 695 1,553 4,799 $4,771,340 $1,672,773 ($256,409) $6,187,704 $1,289.37
Jan-16 Dec-16 1,560 873 679 1,548 4,660 $4,027,577 $1,967,070 ($170,120) $5,824,527 $1,249.90
Year-to-Date - January through December
Jan-18 Dec-18 1,854 815 675 1,471 4,815 $4,484,224 $1,833,559 ($335,518) $5,982,264 $1,242.42
Jan-17 Dec-17 1,724 827 695 1,553 4,799 $4,771,340 $1,672,773 ($256,409) $6,187,704 $1,289.37
Jan-16 Dec-16 1,560 873 679 1,548 4,660 $4,027,577 $1,967,070 ($170,120) $5,824,527 $1,249.90
9
3
Medical & Rx
Plan Utilization
1010
11
65% of paid claims were incurred in the 45 to 64 year old age range for Males and Females
12
13
14
15
Total Network Discount Savings increased +7.3%, an additional $584,914 over 2017 and
Percent Claims Paid In Network increased by +12% over 2017, an additional $737,653 Paid In Network
16
17
18
These are comprised mostly of Specialty drug classifications
19
4
Medical Plan Benefits &
Benchmarking
2020
BENEFITS – Aetna PPO 500* HF 1000 HF 1500
$500 Individual / $1,000 Individual / $1,500 Individual /
Deductible Network $1,500 Family $3,000 Family $4,500 Family
Non-Network N/A N/A N/A
$500 Individual/ $500 Individual/
Health Fund Allowance N/A $1,000 Family $1,000 Family
Out-of-Pocket Maximum Includes Deductible Includes Deductible Includes Deductible
$3,500 Individual / $3,000 Individual / $4,200 Individual /
Network $10,500 Family $9,000 Family $12,600 Family
Non-Network N/A N/A N/A
Co-insurance Network 80% 80% 80%
Non-Network N/A N/A N/A
Lifetime Maximum Unlimited Unlimited Unlimited
You Pay You Pay You Pay
Office Visit Network $25 PCP / $40 Spec Deductible/ 20% Deductible/ 20%
Non-Network N/A N/A N/A
Wellness Visit Network $0 Copay $0 Copay $0 Copay
Non-Network N/A N/A N/A
In-Patient & Out-Patient
Hosp. Network Deductible/ 20% Deductible/ 20% Deductible/ 20%
Non-Network N/A N/A N/A
Urgent Care Network $40 Copay Deductible/ 20% Deductible/ 20%
Non-Network N/A N/A N/A
$150 Copay/ $150 Copay/ $150 Copay/
Emergency Room Network Deductible/ 20% Deductible/ 20% Deductible/ 20%
$150 Copay/ $150 Copay/ $150 Copay/
Non-Network Deductible/ 20% Deductible/ 20% Deductible/ 20%
Generic/Brand/ $10/$30/$60 $10/$30/$60 $10/$30/$60
Prescriptions Non-Formulary 20% Spec <$100 20% Spec <$100 20% Spec <$100
Mail Order (90 day)
–Mandatory
Maintenance$20/$60/$120 $20/$60/$120 $20/$60/$120
Network Website www.aetna.com
21
Benchmark La Porte
Number of Benchmark Cities 54
Number of Enrolled Employees 401
Plans Offered Non HDHP HDHP 3
Current Carrier Aetna
Plan Year 2018-2019 2019
Plan Type PPO 500 HF 1000 HF 1500
Subscriber Enrollment 178 137 86
% of Subscriber Enrollment 44.4% 34.2% 21.4%
$1,000 EE $500 EE $500 EE
HSA or HRA Contribution $2,000 FAM n/a $1,000 Fam $1,000 Fam
Individual Deductible $1,635 $2,681 $500 $1,000 $1,500
Family Deductible $3,588 $5,266 $1,500 $3,000 $4,500
Individual Out of Pocket $4,299 $4,583 $3,500 $3,000 $4,200
Family Out of Pocket $8,764 $8,971 $10,500 $9,000 $12,600
Coinsurance 20% 20% 20% 20% 20%
$25 PCP Copay
$25 Copay / 20% after 20% after
/ $50 Ded/Coin
$40 Specialist deductible deductible
Office Visits/Dr. Services Specialist
20% after 20% after
$60 Copay Ded/Coin $40 Copay
deductible deductible
Urgent Care
$150 Copay / $150 Copay / $150 Copay /
$200 Copay +
Ded/Coin 20% after 20% after 20% after
Coinsurance
Emergency Room deductible
deductible deductible
20% after 20% after 20% after 20% after
Ded/Coin
deductible deductible deductible deductible
Inpatient Surgery
Tier 1- $10 Tier 1 - $10 Tier 1 - $10
Tier 1 - $10
Pharmacy - Retail Only Tier 2- $35 Ded/Coin Tier 2 - $30 Tier 2 - $30 Tier 2 - $30
Tier 3- $60 Tier 3 - $60 Tier 3 - $60 Tier 3 - $60
22
Employee Contributions Benchmark Benchmark La Porte
Plan Non HDHP HDHP PPO 500 HF 1000 HF 1500
Employee $66 $29 $50 $23 $15
EE + Spouse $461 $305 $276 $184 $105
EE + Child $336 $213 $255 $169 $95
EE + Family $669 $437 $315 $222 $121
Per Capita Cost Average of All Cities La Porte
Total Per Capita Cost $12,821 $17,587
Employer Per Capita Cost $10,601 $15,753
Employee Per Capita Cost $2,220 $1,834
Per Capita Cost Average of All Cities La Porte
% Employer Funded 82.7% 89.6%
% Employee Funded 17.3% 10.4%
23
FACILITY MAINTENANCE RESPONSIBILITIES
Buildings Pools
5 Points-Town Plaza
Fairmont
Animal Shelter
Fitness Center
Brookglen Recreation Center (includes custodial)
Northwest
Brookglen Splash Park Restroom (includes custodial) San Jacinto
Charles Walker-Jennie Riley Center (includes custodial) Wave Pool
City Hall
Splash Parks
Community Library Brookglen
Dr. Martin Luther King, Jr.
Depot-Caboose, Library, & Carriage House (includes custodial)
EMS Headquarters
Fairmont
Evelyn Kennedy Civic Center (includes custodial)
Parks/Other (trash, lights, water
fountains, etc.)
Fairmont Baseball Concession/Restrooms (includes custodial)
Fairmont Pool building (includes custodial) Bay Oaks
Brookglen
Farrington Storage
Fire Station 1
Bus Stops 5 Locations
Central
Fire Station 2
Fire Station 3
Creekmont
Fire Station 4
Dr. Martin Luther King Jr. Park
Fire Training Facility
Entrance signs, 5 locations
Golf Course Fairmont
Historic Colored School House Fourteenth Street
LCB Softball Concession (includes custodial)
Gateway on Main Street
Lomax Rodeo Arena, Concession, Storage (includes custodial) Glen Meadows
MLK Splash Park Restroom (includes custodial) Heritage Park
Municipal Court
Klein Retreat
Northwest Pool Building (includes custodial) LCB Nature Trail
Northwest Soccer Concession (includes custodial) Linier Trail
Original City Hall (includes custodial) Little Cedar Bayou
Pecan Park Facilities
Lomax
Police Department Northwest
Public Works Ohio Street
Pete Gilliam
Records Retention Storage Building
Recreation & Fitness Center/Senior Center Pfeiffer
San Jacinto Pool Building (includes custodial) Pine Bluff
Sea Breeze Restroom and Pier (includes custodial)
Seabreeze
Special Programs Center
Spenwick
Tom Brown
Sylvan Beach Pier
Waste Water Treatment Plant
Woodfalls
Wave Pool Building
FACILITY MAINTENANCE RESPONSIBILITIES
LIBRARY FLOORING PICTURES
City of La Porte
Economic Development Fund
Projections
EstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimatedEstimated
2019202020212022202320242025202620272028202920302031203220332034
Revenues
Sales and use taxes 2,500,000 2,562,500 2,626,563 2,692,227 2,759,532 2,828,521 2,899,234 2,971,714 3,046,007 3,122,157 3, 200,211
3,280,217 3, 362,222 3,446,278 3,532,435 3, 620,745
Interest 30,000 30,750 31,519 32,307 33,114 33,942 34,791 35,661 36,552 37,466
38,403 39,363 40,347 41,355 42,389 43,449
Total Revenues 2,530,000 2,593,250 2,658,081 2,724,533 2,792,647 2,862,463 2,934,024 3,007,375 3,082,559 3,159,623 3,238,614 3,319,579
3,402,569 3,487,633 3,574,824 3,664,194
Expenditures
Operations 681,745 702,197 723, 263 744, 961 767, 310 790, 329 814, 039 838, 460 863, 614 889, 523
916,208 943,695 972,005 1,001,166 1,031,200 1, 062,136
Total Expenditures 681,745 702,197 723, 263 744, 961 767, 310 790, 329 814, 039 838, 460 863, 614 889, 523
916,208 943,695 972,005 1,001,166 1,031,200 1, 062,136
Revenues over expenditures 1,848,255 1,891,053 1,934,818 1,979,572 2,025,337 2,072,133 2,119,985 2,168,915 2,218,945 2,270,101 2, 322,406
2,375,885 2, 430,563 2,486,467 2,543,623 2, 602,058
Other Financing Uses
* Debt Service (1,033,362) (1,004,822) (773,470) (778,753) (785,255) (788,000) (776,739) (130,111) (131,481) (130,255)
(131,241) - - - - -
Proposed Debt Service - 2020 (750,000) (750,000) (750,000) (750,000) (750,000) (750,000) (750,000) (750,000) (750,000) (750,000)
(750,000) (750,000) ( 750,000) (750,000) (750,000)
Capital Outlay (1,835,700)
Transfer Cap Outlay - fund 15 - - - - - - -
- - - - - - - - -
Total other financing uses (2,869,062) (1,754,822) (1,523,470) (1,528,753) ( 1,535,255) (1,538,000) (1,526,739) (880,111) (881,481) (880,255)
(881,241) (750,000) (750,000) ( 750,000) (750,000) (750,000)
Net change in fund balance (1,020,807) 136,230 411, 348 450, 820 490, 081 534, 133 593, 246 1,288,804 1,337,464 1,389,846
1, 441,165 1,625,885 1, 680,563 1,736,467 1,793,623 1, 852,058
Fund balance beginning 4,041,257 3,020,450 3,156,680 3,568,028 4,018,848 4,508,929 5,043,062 5,636,308 6,925,112 8,262,576 9, 652,422
12, 177,404 13, 803,289 15, 483,852 17, 220,319 19, 013,943
Fund balance ending 3,020,450 3,156,680 3,568,028 4,018,848 4,508,929 5,043,062 5,636,308 6,925,112 8,262,576 9,652,422 11, 093,587 13,
803,289 15, 483,852 17, 220,319 19, 013,943 20, 866,001
Coverage Ratio on 2020 Bonds
Avg Annual (1)
Actual Annual
(1) Assumes Avg Annual of $750,000 over 15 years
(2) Assumes current debt obligation ends in 2029;
(3) Revenue growth 2.5% Expense growth 3%
(4) Removes $1,083,000 from fund balance for bond convents- 2029
宊宀室寅寂寔宀寓寅寒寖寉寃寅宀寐寁寙寍寅寎寔寓宀密寏寒宀宬寉寂寒寁寒寙完宀客寁寙宀审寒寅寁宀宴寒寕寎寋宀害寅寗寅寒完宀客寁富富密寉寅富寄寓完宀寁寎寄宀宣寁寎寁寄寁宀宲寏寁寄宛
City of La Porte, Texas
2010 Concrete Street Program for the
City of La Porte – Drainage Study
Texas Registration No. 274
TABLE OF CONTENTS
EXECUTIVE SUMMARY................................................................................................1
SECTION 1 - INTRODUCTION......................................................................................2
1.1 Project Name and Purpose
1.2 Project Limits
1.3 Project Objectives
1.4 Assumptions and Constraints
1.5 Prior Studies
SECTION 2 - EXISTING CONDITIONS.........................................................................4
2.1 Location and Topography
2.2 Land Use
2.3 HCFCD Facilities and Unit Numbers
SECTION 3 - HYDROLOGY AND HYDRAULICS.........................................................6
3.1 Analysis Objective
3.2 Hydrologic Methodology
3.3 Pre-Project Conditions
SECTION 4 - PROPOSED DRAINAGE PLAN..............................................................8
4.1 Description
4.2 Hydrological Analysis
4.3 Hydraulic Analysis
4.4 Outfall Considerations
SECTION 5 - CONCLUSION.......................................................................................15
MAPS AND EXHIBITS
APPENDIX
EXECUTIVE SUMMARY
1
SECTION 1 -INTRODUCTION
1.1 Project Name and Purpose
1.2 Project Limits
1.3 Project Objectives
1.4 Assumptions and Constraints
2
1.5 Prior Studies
3
SECTION 2 - EXISTING CONDITIONS
2.1 Location and Topography
4
2.2 Land Use
2.3 HCFCD Facilities and Unit Numbers
5
SECTION 3 - HYDROLOGY AND HYDRAULICS
3.1 Analysis Objective
3.2 Hydrologic Methodology
6
3.3 Pre-Project Conditions
7
SECTION 4 - PROPOSED DRAINAGE PLAN
4.1 Description
4.2 Hydrological Analysis
Table 1: Existing vs. Proposed Drainage Area Composition Comparison
8
4.3 Hydraulic Analysis
9
Table 2: Existing vs. Proposed 5-Year Peak Flows
10
4.4 Outfall Considerations
D Street Outfall
11
Legend
Figure 1: Headloss through 6’x6’ Culvert below SH 146.
H Street Outfall
12
Fairmont Parkway @ SH 146
rd
3 Street Outfall
13
14
SECTION 5 - CONCLUSION
15
Cedar Byu
T
X
-
2
2
5
Galveston Bay
EXHIBIT 1
Texas Registration No. 274
13430 Northwest Freeway, Suite 1100
Houston, Texas 77040
713.462.3242 | fax 713.462.3262 | www.cobfen.com
JOB NO. 1012056
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EXHIBIT 2
K
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Texas Registration No. 274
L
N
13430 Northwest Freeway, Suite 1100
O
Houston, Texas 77040
G
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713.462.3242 | fax 713.462.3262 | www.cobfen.com
R
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OJOB NO. 1012056
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EXHIBIT 3
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Texas Registration No. 274
13430 Northwest Freeway, Suite 1100
Houston, Texas 77040
713.462.3242 | fax 713.462.3262 | www.cobfen.com
JOB NO. 1012056
14
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EXISTING CONDITION
14
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DRAINAGE AREA MAP
00
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2
Texas Registration No. 274
13430 Northwest Freeway, Suite 1100
Houston, Texas 77040
713.462.3242 | fax 713.462.3262 | www.cobfen.com
JOB NO. 1012056
14
6
6
14
14
6
1
4
6
46
1
1
46
N
AI
M
6;
14
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S
-
6
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PROPOSED CONDITION
14
6
DRAINAGE AREA MAP
00
0-
-0
H 6
T 21
11 F
APPENDIXA
HYDROLOGICCALCULATIONS
APPENDIXA
HYDROLOGICCALCULATIONS
SYSTEM A
SYSTEM A (8TH STREET)
SYSTEMB
SYSTEMC
SYSTEM D
APPENDIXA
HYDROLOGICCALCULATIONS
Prop System A 5-yr.txt
HouStorm (City Of Houston STORM DRAIN DESIGN) Version 2.1, Update:
Nov/01/2007
Run @ 4/25/2011 1:07:45 PM
PROJECT NAME : La Porte Concrete Street Program
JOB NUMBER : 1012-056
PROJECT DESCRIPTION : 5-yr Storm Sewer Design - System A
PROJECT File: D:\\cfa\\2010\\12056.la_porte_concrete\\ENG\\H&H\\HouStorm\\Prop System
DESIGN FREQUENCY : 5 Years
MEASUREMENT UNITS: ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 5 Years
===========================================
Runoff Computation for Design Frequency.
=============================================================================
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
(acre) (min) (min) (in/hr) (cfs) (cfs)
-----------------------------------------------------------------------------
6A 0.63 2.16 6.33 10.00 6.12 0.000 8.332
7A 0.63 2.21 6.72 10.00 6.12 0.000 8.525
6B 0.63 3.49 7.17 10.00 6.12 0.000 13.462
7B 0.63 3.62 7.11 10.00 6.12 0.000 13.964
6C 0.63 3.49 7.06 10.00 6.12 0.000 13.462
7C 0.63 3.49 6.94 10.00 6.12 0.000 13.462
7D 0.63 3.52 6.64 10.00 6.12 0.000 13.578
4D 0.63 3.58 7.11 10.00 6.12 0.000 13.809
5D 0.63 3.49 6.72 10.00 6.12 0.000 13.462
6D 0.63 3.56 7.03 10.00 6.12 0.000 13.732
6F 0.63 3.42 6.56 10.00 6.12 0.000 13.192
6E 0.63 3.48 7.00 10.00 6.12 0.000 13.424
7F 0.63 3.45 6.44 10.00 6.12 0.000 13.308
7E 0.63 3.47 5.56 10.00 6.12 0.000 13.385
8F 0.8 3.98 7.06 10.00 6.12 0.000 19.495
8E 0.8 3.88 7.72 10.00 6.12 0.000 19.005
-----------------------------------------------------------------------------
Cumulative Junction Discharge Computations
=================================================================================
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
(acres) (min) (in/hr) cfs) (cfs) (cfs)
---------------------------------------------------------------------------------
6C JctBx 0.630 3.49 10.00 6.12 0.00 13.462
7C JctBx 0.630 18.46 11.53 5.87 0.00 68.272
7D JctBx 0.630 21.98 13.36 5.60 0.00 77.492
4D JctBx 0.630 3.58 10.00 6.12 0.00 13.809
5D JctBx 0.630 7.07 10.00 6.12 0.00 27.272
6D JctBx 0.630 10.63 10.00 6.12 0.00 41.004
6F JctBx 0.630 3.42 10.00 6.12 0.00 13.192
6E JctBx 0.630 6.90 10.00 6.12 0.00 26.616
7F JctBx 0.630 3.45 10.00 6.12 0.00 13.308
7E JctBx 0.630 13.82 10.00 6.12 0.00 53.309
MH2 JctBx 0.630 46.43 13.46 5.58 0.00 163.263
8F JctBx 0.800 3.98 10.00 6.12 0.00 19.495
8E JctBx 0.800 7.86 10.00 6.12 0.00 38.500
MH1 JctBx 0.655 54.29 14.05 5.50 0.00 195.474
6A JctBx 0.630 2.16 10.00 6.12 0.00 8.332
7A JctBx 0.630 4.37 10.00 6.12 0.00 16.857
Page 1
Prop System A 5-yr.txt
6B JctBx 0.630 3.49 10.00 6.12 0.00 13.462
7B JctBx 0.630 11.48 10.00 6.12 0.00 44.283
OUT Outlt 0.655 54.29 14.05 5.50 0.00 195.474
---------------------------------------------------------------------------------
Conveyance Configuration Data
==================================================================================
Run Node I.D. FlowLine Elev.
# US DS US DS Shape # Span Rise Length Slope n_value
(ft) (ft) (ft) (ft) (ft) (%)
----------------------------------------------------------------------------------
1 6A 7A 11.85 11.29 Cir 1 0.00 2.00 313.8 0.178 0.013
2 7A 7B 10.79 9.83 Cir 1 0.00 2.50 477.1 0.201 0.013
3 6B 7B 10.32 9.83 Cir 1 0.00 2.50 320.8 0.153 0.013
4 7B 7C 8.33 7.83 Cir 1 0.00 4.00 462.3 0.108 0.013
5 6C 7C 9.82 9.33 Cir 1 0.00 2.50 326.7 0.150 0.013
6 7C 7D 6.83 6.45 Cir 1 0.00 5.00 471.0 0.081 0.013
7 7D MH2 6.45 6.41 Cir 1 0.00 5.00 32.6 0.123 0.013
8 4D 5D 6.81 6.77 Cir 1 0.00 4.50 33.6 0.119 0.013
9 5D 6D 6.77 6.72 Cir 1 0.00 4.50 34.6 0.145 0.013
10 6D MH2 6.72 6.41 Cir 1 0.00 5.00 309.3 0.100 0.013
11 6F 6E 9.58 9.53 Cir 1 0.00 2.50 32.6 0.153 0.013
12 6E 7E 8.53 8.26 Cir 1 0.00 3.50 307.5 0.088 0.013
13 7F 7E 9.30 9.26 Cir 1 0.00 2.50 32.6 0.123 0.013
14 7E MH2 7.26 6.91 Cir 1 0.00 4.50 427.9 0.082 0.013
15 MH2 MH1 6.41 6.12 Cir 1 0.00 5.00 292.7 0.099 0.013
16 8F 8E 9.51 9.47 Cir 1 0.00 3.00 32.6 0.123 0.013
17 8E MH1 8.47 8.12 Cir 1 0.00 4.00 436.3 0.080 0.013
18 MH1 OUT 6.12 6.09 Cir 1 0.00 6.00 38.7 0.078 0.013
----------------------------------------------------------------------------------
Conveyance Hydraulic Computations. Tailwater = 12.090 (ft)
==================================================================================
Run Hyd. Gr.line Crit.Elev Depth Velocity Junc
# US DS US Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
(ft) (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
----------------------------------------------------------------------------------
1 13.76 13.61 20.95 0.134 1.45 2.00 3.43 2.65 8.3 9.6 0.000
2 13.61 13.45 20.13 0.167 1.88 2.50 4.25 3.43 16.9 18.5 0.000
3 13.60 13.45 20.57 0.107 1.76 2.50 3.65 2.74 13.5 16.1 0.000
4 13.45 13.38 20.22 0.094 3.06 4.00 4.29 3.52 44.3 47.4 0.000
5 13.53 13.38 19.66 0.107 1.77 2.50 3.63 2.74 13.5 16.0 0.000
6 13.38 13.32 19.83 0.068 3.79 5.00 4.28 3.48 68.3 74.3 0.000
7 13.32 13.31 18.93 0.088 3.54 5.00 5.22 3.95 77.5 91.6 0.000
8 13.63 13.59 19.56 0.005 1.38 4.50 3.34 0.87 13.8 68.1 0.000
9 13.59 13.55 18.80 0.019 1.88 4.50 4.33 1.71 27.3 75.1 0.000
10 13.55 13.31 17.28 0.025 2.49 5.00 4.20 2.09 41.0 82.8 0.000
11 13.43 13.41 17.35 0.103 1.73 2.50 3.64 2.69 13.2 16.1 0.000
12 13.41 13.35 18.75 0.069 2.57 3.50 3.51 2.77 26.6 29.9 0.000
13 13.36 13.35 17.40 0.104 1.89 2.50 3.33 2.71 13.3 14.4 0.000
14 13.35 13.31 18.15 0.073 3.48 4.50 4.04 3.35 53.3 56.5 0.000
15 13.31 12.17 19.12 0.390 5.00 5.00 8.31 8.31 163.3 82.3 0.000
16 12.25 12.23 16.32 0.085 2.10 2.76 3.69 2.86 19.5 23.5 0.000
17 12.23 12.17 16.61 0.071 3.09 4.00 3.69 3.06 38.5 40.9 0.000
18 12.17 12.09 18.38 0.211 6.00 6.00 6.91 6.91 195.5 118.4 0.000
==================================================================================
SUMMARY OF STORM DRAIN STRUCTURE QUANTITIES
===============================================
NOTE:
The convey length should be from upstream to downstream inside box.
Page 2
Prop System A 5-yr.txt
This length may also be used as Pay Item.
Using hydraulic length, from node center to node center, may result in profile
error,
and this length should not be used as Pay Item.
LINKS:
=======================================================================
Type of Convey Material Rise Span Number of Links Quantity
Structure (ft) (ft) of this type (ft)
-----------------------------------------------------------------------
Circular Concrete 2.0 0.0 1 313.76
Circular Concrete 2.5 0.0 5 1189.69
Circular Concrete 4.0 0.0 2 898.61
Circular Concrete 5.0 0.0 4 1105.63
Circular Concrete 4.5 0.0 3 496.07
Circular Concrete 3.5 0.0 1 307.5
Circular Concrete 3.0 0.0 1 32.59
Circular Concrete 6.0 0.0 1 38.7
NODES:
=================================================================================
Type of Inlet Type of Grate Inlet Grate Grate Grate Grate Quantity
Structure Length Width Length Area Perimeter (each)
(ft) (ft) (ft) (ft) (ft)
---------------------------------------------------------------------------------
Junction Box 0.0 0.0 0.0 0.0 0.0 18
Outlet 0.0 0.0 0.0 0.0 0.0 1
===================================END===========================================
NORMAL TERMINATION OF HOUSTORM.
Warning Messages for current project:
Runoff Frequency of: 5 Years
Run# 18 Insufficient capacity.
Run# 15 Insufficient capacity.
Page 3
Prop System 8th 5-yr.txt
HouStorm (City Of Houston STORM DRAIN DESIGN) Version 2.1, Update:
Nov/01/2007
Run @ 4/25/2011 1:07:07 PM
PROJECT NAME : La Porte Concrete Street Program
JOB NUMBER : 1012-056
PROJECT DESCRIPTION : 5-yr Storm Sewer Design - System 8th Street
PROJECT File: D:\\cfa\\2010\\12056.la_porte_concrete\\ENG\\H&H\\HouStorm\\Prop System
DESIGN FREQUENCY : 5 Years
MEASUREMENT UNITS: ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 5 Years
===========================================
Runoff Computation for Design Frequency.
=============================================================================
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
(acre) (min) (min) (in/hr) (cfs) (cfs)
-----------------------------------------------------------------------------
8A 0.63 2.21 7.53 10.00 6.12 0.000 8.525
8B 0.63 3.76 6.61 10.00 6.12 0.000 14.504
8C 0.63 3.61 6.78 10.00 6.12 0.000 13.925
8D 0.63 3.61 6.89 10.00 6.12 0.000 13.925
-----------------------------------------------------------------------------
Cumulative Junction Discharge Computations
=================================================================================
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
(acres) (min) (in/hr) cfs) (cfs) (cfs)
---------------------------------------------------------------------------------
8A JctBx 0.630 2.21 10.00 6.12 0.00 8.525
8B JctBx 0.630 5.97 10.00 6.12 0.00 23.029
8C JctBx 0.630 9.58 11.87 5.82 0.00 35.108
8D JctBx 0.630 13.19 13.57 5.57 0.00 46.257
OUT Outlt 0.630 13.19 13.57 5.57 0.00 46.257
---------------------------------------------------------------------------------
Conveyance Configuration Data
==================================================================================
Run Node I.D. FlowLine Elev.
# US DS US DS Shape # Span Rise Length Slope n_value
(ft) (ft) (ft) (ft) (ft) (%)
----------------------------------------------------------------------------------
1 8A 8B 13.62 12.79 Cir 1 0.00 2.00 461.0 0.180 0.013
2 8B 8C 11.79 11.22 Cir 1 0.00 3.00 473.6 0.120 0.013
3 8C 8D 10.72 10.02 Cir 1 0.00 3.50 468.7 0.149 0.013
4 8D OUT 9.52 9.44 Cir 1 0.00 4.00 61.4 0.130 0.013
----------------------------------------------------------------------------------
Conveyance Hydraulic Computations. Tailwater = 13.440 (ft)
==================================================================================
Run Hyd. Gr.line Crit.Elev Depth Velocity Junc
# US DS US Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
(ft) (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
----------------------------------------------------------------------------------
1 15.09 14.23 18.15 0.141 1.47 1.47 3.45 3.45 8.5 9.6 0.000
Page 1
Prop System 8th 5-yr.txt
2 14.23 13.59 20.68 0.118 2.44 2.44 3.74 3.74 23.0 23.2 0.000
3 13.59 13.46 19.16 0.121 2.60 3.44 4.59 3.66 35.1 39.0 0.000
4 13.46 13.44 19.02 0.103 2.94 4.00 4.68 3.68 46.3 52.1 0.000
==================================================================================
SUMMARY OF STORM DRAIN STRUCTURE QUANTITIES
===============================================
NOTE:
The convey length should be from upstream to downstream inside box.
This length may also be used as Pay Item.
Using hydraulic length, from node center to node center, may result in profile
error,
and this length should not be used as Pay Item.
LINKS:
=======================================================================
Type of Convey Material Rise Span Number of Links Quantity
Structure (ft) (ft) of this type (ft)
-----------------------------------------------------------------------
Circular Concrete 2.0 0.0 1 461.02
Circular Concrete 3.0 0.0 1 473.59
Circular Concrete 3.5 0.0 1 468.71
Circular Concrete 4.0 0.0 1 61.41
NODES:
=================================================================================
Type of Inlet Type of Grate Inlet Grate Grate Grate Grate Quantity
Structure Length Width Length Area Perimeter (each)
(ft) (ft) (ft) (ft) (ft)
---------------------------------------------------------------------------------
Junction Box 0.0 0.0 0.0 0.0 0.0 4
Outlet 0.0 0.0 0.0 0.0 0.0 1
===================================END===========================================
NORMAL TERMINATION OF HOUSTORM.
Warning Messages for current project:
Runoff Frequency of: 5 Years
Page 2
Prop System B 5-yr.txt
HouStorm (City Of Houston STORM DRAIN DESIGN) Version 2.1, Update:
Nov/01/2007
Run @ 4/25/2011 1:08:22 PM
PROJECT NAME : La Porte Concrete Street Program
JOB NUMBER : 1012-056
PROJECT DESCRIPTION : 5-yr Storm Sewer Design - System B
PROJECT File: D:\\cfa\\2010\\12056.la_porte_concrete\\ENG\\H&H\\HouStorm\\Prop System
DESIGN FREQUENCY : 5 Years
MEASUREMENT UNITS: ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 5 Years
===========================================
Runoff Computation for Design Frequency.
=============================================================================
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
(acre) (min) (min) (in/hr) (cfs) (cfs)
-----------------------------------------------------------------------------
6G 0.63 3.51 6.92 10.00 6.12 0.000 13.539
7G 0.63 3.55 5.78 10.00 6.12 0.000 13.694
8G 0.75 4.88 4.22 10.00 6.12 0.000 22.409
6I 0.63 1.79 5.78 10.00 6.12 0.000 6.905
6H 0.63 3.43 8.00 10.00 6.12 0.000 13.231
7I 0.8 1.84 5.78 10.00 6.12 0.000 9.013
7H 0.63 3.50 6.69 10.00 6.12 0.000 13.501
8I 0.8 1.79 5.78 10.00 6.12 0.000 8.768
8H 0.75 3.59 3.33 10.00 6.12 0.000 16.486
-----------------------------------------------------------------------------
Cumulative Junction Discharge Computations
=================================================================================
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
(acres) (min) (in/hr) cfs) (cfs) (cfs)
---------------------------------------------------------------------------------
6G JctBx 0.630 3.51 10.00 6.12 0.00 13.539
7G JctBx 0.630 7.06 10.00 6.12 0.00 27.233
8G JctBx 0.679 11.94 10.22 6.08 0.00 49.333
6I JctBx 0.630 1.79 10.00 6.12 0.00 6.905
6H JctBx 0.630 5.22 10.00 6.12 0.00 20.135
7I JctBx 0.800 1.84 10.00 6.12 0.00 9.013
7H JctBx 0.660 10.56 10.00 6.12 0.00 42.649
8I JctBx 0.800 1.79 10.00 6.12 0.00 8.768
8H JctBx 0.689 27.88 12.32 5.75 0.00 110.355
OUT Outlt 0.689 27.88 12.32 5.75 0.00 110.355
---------------------------------------------------------------------------------
Conveyance Configuration Data
==================================================================================
Run Node I.D. FlowLine Elev.
# US DS US DS Shape # Span Rise Length Slope n_value
(ft) (ft) (ft) (ft) (ft) (%)
----------------------------------------------------------------------------------
1 6G 7G 8.25 7.78 Cir 1 0.00 2.50 362.6 0.130 0.013
2 7G 8G 6.78 6.48 Cir 1 0.00 3.50 328.2 0.091 0.013
3 8G 8H 5.48 5.15 Cir 1 0.00 4.50 470.2 0.070 0.013
4 6I 6H 8.43 8.38 Cir 1 0.00 2.00 30.0 0.167 0.013
Page 1
Prop System B 5-yr.txt
5 6H 7H 7.38 6.99 Cir 1 0.00 3.00 358.4 0.109 0.013
6 7I 7H 8.04 7.99 Cir 1 0.00 2.00 30.0 0.167 0.013
7 7H 8H 5.99 5.65 Cir 1 0.00 4.00 334.0 0.102 0.013
8 8I 8H 7.71 7.65 Cir 1 0.00 2.00 30.0 0.200 0.013
9 8H OUT 3.15 2.80 Cir 1 0.00 6.50 585.2 0.060 0.013
----------------------------------------------------------------------------------
Conveyance Hydraulic Computations. Tailwater = 9.300 (ft)
==================================================================================
Run Hyd. Gr.line Crit.Elev Depth Velocity Junc
# US DS US Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
(ft) (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
----------------------------------------------------------------------------------
1 10.13 9.50 14.70 0.108 1.88 1.88 3.41 3.41 13.5 14.8 0.000
2 9.50 9.47 15.46 0.073 2.58 2.99 3.58 3.11 27.2 30.5 0.000
3 9.47 9.41 16.12 0.062 3.48 4.26 3.74 3.17 49.3 52.3 0.000
4 9.72 9.63 13.74 0.092 1.29 1.29 3.23 3.23 6.9 9.3 0.000
5 9.63 9.47 15.40 0.090 2.25 2.48 3.54 3.22 20.1 22.1 0.000
6 9.60 9.47 14.04 0.157 1.59 1.59 3.36 3.36 9.0 9.3 0.000
7 9.47 9.41 15.08 0.087 3.06 3.76 4.13 3.48 42.6 46.0 0.000
8 9.42 9.41 14.59 0.149 1.44 1.76 3.63 2.99 8.8 10.2 0.000
9 9.41 9.30 14.40 0.044 4.67 6.50 4.32 3.33 110.4 128.8 0.000
==================================================================================
SUMMARY OF STORM DRAIN STRUCTURE QUANTITIES
===============================================
NOTE:
The convey length should be from upstream to downstream inside box.
This length may also be used as Pay Item.
Using hydraulic length, from node center to node center, may result in profile
error,
and this length should not be used as Pay Item.
LINKS:
=======================================================================
Type of Convey Material Rise Span Number of Links Quantity
Structure (ft) (ft) of this type (ft)
-----------------------------------------------------------------------
Circular Concrete 2.5 0.0 1 362.62
Circular Concrete 3.5 0.0 1 328.18
Circular Concrete 4.5 0.0 1 470.16
Circular Concrete 2.0 0.0 3 90.0
Circular Concrete 3.0 0.0 1 358.44
Circular Concrete 4.0 0.0 1 334.02
Circular Concrete 6.5 0.0 1 585.18
NODES:
=================================================================================
Type of Inlet Type of Grate Inlet Grate Grate Grate Grate Quantity
Structure Length Width Length Area Perimeter (each)
(ft) (ft) (ft) (ft) (ft)
---------------------------------------------------------------------------------
Junction Box 0.0 0.0 0.0 0.0 0.0 9
Outlet 0.0 0.0 0.0 0.0 0.0 1
===================================END===========================================
NORMAL TERMINATION OF HOUSTORM.
Warning Messages for current project:
Runoff Frequency of: 5 Years
Page 2
Prop System C 5-yr.txt
HouStorm (City Of Houston STORM DRAIN DESIGN) Version 2.1, Update:
Nov/01/2007
Run @ 4/25/2011 1:08:36 PM
PROJECT NAME : La Porte Concrete Street Program
JOB NUMBER : 1012-056
PROJECT DESCRIPTION : 5-yr Storm Sewer Design - System C
PROJECT File: D:\\cfa\\2010\\12056.la_porte_concrete\\ENG\\H&H\\HouStorm\\Prop System
DESIGN FREQUENCY : 5 Years
MEASUREMENT UNITS: ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 5 Years
===========================================
Runoff Computation for Design Frequency.
=============================================================================
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
(acre) (min) (min) (in/hr) (cfs) (cfs)
-----------------------------------------------------------------------------
5J 0.63 3.36 7.22 10.00 6.12 0.000 12.961
6J 0.63 3.43 5.78 10.00 6.12 0.000 13.231
6K 0.8 1.86 5.78 10.00 6.12 0.000 9.111
7J 0.8 3.45 5.78 10.00 6.12 0.000 16.899
7K 0.8 1.87 5.78 10.00 6.12 0.000 9.160
8J 0.63 3.25 5.78 10.00 6.12 0.000 12.536
8K 0.63 1.82 5.78 10.00 6.12 0.000 7.020
5K 0.8 1.84 7.83 10.00 6.12 0.000 9.013
OFF4 0.85 1.65 7.06 10.00 6.12 0.000 8.587
OFF3 0.85 1.68 6.83 10.00 6.12 0.000 8.743
OFF2 0.85 1.68 6.89 10.00 6.12 0.000 8.743
OFF1 0.85 1.33 6.94 10.00 6.12 0.000 6.922
-----------------------------------------------------------------------------
Cumulative Junction Discharge Computations
=================================================================================
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
(acres) (min) (in/hr) cfs) (cfs) (cfs)
---------------------------------------------------------------------------------
5J JctBx 0.630 3.36 10.00 6.12 0.00 12.961
6J JctBx 0.630 6.79 10.00 6.12 0.00 26.192
6K JctBx 0.667 8.65 10.40 6.05 0.00 34.903
7J JctBx 0.800 3.45 10.00 6.12 0.00 16.899
7K JctBx 0.800 5.32 10.00 6.12 0.00 26.059
8J JctBx 0.630 3.25 10.00 6.12 0.00 12.536
8K JctBx 0.630 5.07 10.00 6.12 0.00 19.557
5K JctBx 0.800 1.84 10.00 6.12 0.00 9.013
OFF4 JctBx 0.824 3.49 10.00 6.12 0.00 17.600
OFF3 JctBx 0.729 13.82 10.52 6.03 0.00 60.751
OFF2 JctBx 0.757 20.82 11.42 5.89 0.00 92.733
OFF1 JctBx 0.738 27.22 12.19 5.77 0.00 115.804
OUT Outlt 0.738 27.22 12.19 5.77 0.00 115.804
---------------------------------------------------------------------------------
Conveyance Configuration Data
==================================================================================
Run Node I.D. FlowLine Elev.
# US DS US DS Shape # Span Rise Length Slope n_value
Page 1
Prop System C 5-yr.txt
(ft) (ft) (ft) (ft) (ft) (%)
----------------------------------------------------------------------------------
1 5J 6J 7.41 7.03 Cir 1 0.00 2.50 289.9 0.131 0.013
2 6J 6K 6.53 5.80 Cir 1 0.00 3.00 455.8 0.160 0.013
3 6K OFF3 6.80 6.65 Cir 1 0.00 2.00 77.6 0.193 0.013
4 7J 7K 6.37 5.54 Cir 1 0.00 2.50 456.1 0.182 0.013
5 7K OFF2 5.54 5.43 Cir 1 0.00 2.50 77.6 0.142 0.013
6 8J 8K 5.25 4.66 Cir 1 0.00 2.50 456.1 0.129 0.013
7 8K OFF1 4.66 4.55 Cir 1 0.00 2.50 77.2 0.143 0.013
8 5K OFF4 6.94 6.79 Cir 1 0.00 2.00 76.3 0.197 0.013
9 OFF4 OFF3 5.29 4.65 Cir 1 0.00 3.50 288.9 0.222 0.013
10 OFF3 OFF2 4.65 3.93 Cir 1 0.00 4.00 328.0 0.220 0.013
11 OFF2 OFF1 3.93 3.05 Cir 1 0.00 4.00 339.4 0.259 0.013
12 OFF1 OUT 3.05 2.44 Cir 1 0.00 4.00 208.8 0.292 0.013
----------------------------------------------------------------------------------
Conveyance Hydraulic Computations. Tailwater = 6.440 (ft)
==================================================================================
Run Hyd. Gr.line Crit.Elev Depth Velocity Junc
# US DS US Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
(ft) (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
----------------------------------------------------------------------------------
1 11.29 11.19 13.07 0.099 1.81 2.50 3.41 2.64 13.0 14.9 0.000
2 11.19 11.16 12.52 0.153 2.41 3.00 4.30 3.71 26.2 26.8 0.000
3 11.16 9.33 11.91 2.360 2.00 2.00 11.11 11.11 34.9 10.0 0.000
4 9.56 9.50 11.91 0.168 1.97 2.50 4.07 3.44 16.9 17.6 0.000
5 9.50 9.19 12.52 0.400 2.50 2.50 5.31 5.31 26.1 15.5 0.000
6 8.13 7.96 11.97 0.093 1.77 2.50 3.38 2.55 12.5 14.8 0.000
7 7.96 7.79 12.40 0.225 2.50 2.50 3.98 3.98 19.6 15.6 0.000
8 9.91 9.88 11.97 0.157 1.48 2.00 3.61 2.87 9.0 10.1 0.000
9 9.88 9.33 11.97 0.030 1.48 3.50 4.56 1.83 17.6 47.6 0.000
10 9.33 9.19 11.91 0.177 2.97 4.00 6.07 4.83 60.8 67.6 0.000
11 9.19 7.79 12.52 0.413 4.00 4.00 7.38 7.38 92.7 73.5 0.000
12 7.79 6.44 12.40 0.644 4.00 4.00 9.22 9.22 115.8 78.0 0.000
==================================================================================
SUMMARY OF STORM DRAIN STRUCTURE QUANTITIES
===============================================
NOTE:
The convey length should be from upstream to downstream inside box.
This length may also be used as Pay Item.
Using hydraulic length, from node center to node center, may result in profile
error,
and this length should not be used as Pay Item.
LINKS:
=======================================================================
Type of Convey Material Rise Span Number of Links Quantity
Structure (ft) (ft) of this type (ft)
-----------------------------------------------------------------------
Circular Concrete 2.5 0.0 5 1356.8
Circular Concrete 3.0 0.0 1 455.79
Circular Concrete 2.0 0.0 2 153.84
Circular Concrete 3.5 0.0 1 288.93
Circular Concrete 4.0 0.0 3 876.22
NODES:
=================================================================================
Type of Inlet Type of Grate Inlet Grate Grate Grate Grate Quantity
Structure Length Width Length Area Perimeter (each)
(ft) (ft) (ft) (ft) (ft)
---------------------------------------------------------------------------------
Page 2
Prop System C 5-yr.txt
Junction Box 0.0 0.0 0.0 0.0 0.0 12
Outlet 0.0 0.0 0.0 0.0 0.0 1
===================================END===========================================
NORMAL TERMINATION OF HOUSTORM.
Warning Messages for current project:
Runoff Frequency of: 5 Years
Decreasing conduit size @ downstream Run# 3
Run# 12 Insufficient capacity.
Run# 7 Insufficient capacity.
Run# 11 Insufficient capacity.
Run# 5 Insufficient capacity.
Run# 3 Insufficient capacity.
Page 3
Prop System D 5-yr.txt
HouStorm (City Of Houston STORM DRAIN DESIGN) Version 2.1, Update:
Nov/01/2007
Run @ 4/25/2011 1:08:50 PM
PROJECT NAME : La Porte Concrete Street Program
JOB NUMBER : 1012-056
PROJECT DESCRIPTION : 5-yr Storm Sewer Design - System D
PROJECT File: D:\\cfa\\2010\\12056.la_porte_concrete\\ENG\\H&H\\HouStorm\\Prop System
DESIGN FREQUENCY : 5 Years
MEASUREMENT UNITS: ENGLISH
OUTPUT FOR DESIGN FREQUENCY of: 5 Years
===========================================
Runoff Computation for Design Frequency.
=============================================================================
ID C Value Area Tc Tc Used Intensity Supply Q Total Q
(acre) (min) (min) (in/hr) (cfs) (cfs)
-----------------------------------------------------------------------------
5A 0.631 2.17 6.28 10.00 6.12 0.000 8.388
4A 0.799 2.19 6.22 10.00 6.12 0.000 10.715
1A 0.629 2.99 6.56 10.00 6.12 0.000 11.511
2A 0.629 2.99 6.56 10.00 6.12 0.000 11.511
3A 0.631 2.36 6.17 10.00 6.12 0.000 9.123
5B 0.63 3.51 6.78 10.00 6.12 0.000 13.531
4B 0.629 3.56 6.89 10.00 6.12 0.000 13.715
1B 0.63 2.70 6.50 10.00 6.12 0.000 10.409
2B 0.63 2.76 6.56 10.00 6.12 0.000 10.654
3B 0.631 3.77 7.44 10.00 6.12 0.000 14.572
5C 0.63 3.43 6.89 10.00 6.12 0.000 13.225
4C 0.63 3.49 6.83 10.00 6.12 0.000 13.470
1C 0.63 3.49 6.78 10.00 6.12 0.000 13.470
2C 0.63 3.49 6.50 10.00 6.12 0.000 13.470
3C 0.632 3.72 7.06 10.00 6.12 0.000 14.389
1D 0.63 3.54 6.94 10.00 6.12 0.000 13.654
2D 0.631 3.52 6.62 10.00 6.12 0.000 13.593
3D 0.629 3.75 6.56 10.00 6.12 0.000 14.450
5E 0.629 3.50 6.94 10.00 6.12 0.000 13.470
4E 0.63 3.62 7.11 10.00 6.12 0.000 13.960
1E 0.65 3.49 6.56 10.00 6.12 0.000 13.899
2E 0.63 3.51 7.00 10.00 6.12 0.000 13.531
3E 0.802 3.69 6.78 10.00 6.12 0.000 18.124
5F 0.63 3.46 6.94 10.00 6.12 0.000 13.348
4F 0.632 3.61 6.33 10.00 6.12 0.000 13.960
1F 0.7 3.50 6.78 10.00 6.12 0.000 15.001
2F 0.63 3.57 6.86 10.00 6.12 0.000 13.776
3F 0.63 3.65 7.33 10.00 6.12 0.000 14.082
5G 0.63 3.54 6.72 10.00 6.12 0.000 13.654
4G 0.63 3.68 6.89 10.00 6.12 0.000 14.205
1G 0.701 3.51 4.17 10.00 6.12 0.000 15.062
2G 0.631 3.55 6.97 10.00 6.12 0.000 13.715
3G 0.631 3.63 6.78 10.00 6.12 0.000 14.021
5I 0.626 1.79 5.83 10.00 6.12 0.000 6.858
5H 0.631 3.44 6.33 10.00 6.12 0.000 13.286
4H 0.63 3.57 6.97 10.00 6.12 0.000 13.776
1H 0.599 3.49 6.83 10.00 6.12 0.000 12.797
2H 0.63 3.51 7.22 10.00 6.12 0.000 13.531
3H 0.631 3.58 7.06 10.00 6.12 0.000 13.838
4I 0.55 3.58 7.39 10.00 6.12 0.000 12.062
1I 0.749 3.39 6.39 10.00 6.12 0.000 15.552
Page 1
Prop System D 5-yr.txt
2I 0.629 3.56 6.94 10.00 6.12 0.000 13.715
3I 0.631 3.63 6.89 10.00 6.12 0.000 14.021
4J 0.65 3.57 6.67 10.00 6.12 0.000 14.205
OFF5 0.852 1.82 8.50 10.00 6.12 0.000 9.490
1J 0.749 3.54 7.81 10.00 6.12 0.000 16.225
OFF8 0.85 1.93 8.39 10.00 6.12 0.000 10.041
2J 0.63 3.65 7.06 10.00 6.12 0.000 14.082
OFF7 0.851 2.01 8.39 10.00 6.12 0.000 10.470
3J 0.63 3.84 6.94 10.00 6.12 0.000 14.817
OFF6 0.853 0.68 2.56 10.00 6.12 0.000 3.551
-----------------------------------------------------------------------------
Cumulative Junction Discharge Computations
=================================================================================
Node Node Weighted Cumulat. Cumulat. Intens. User Additional Total
I.D. Type C-Value Dr.Area Tc Supply Q Q in Node Disch.
(acres) (min) (in/hr) cfs) (cfs) (cfs)
---------------------------------------------------------------------------------
5A JctBx 0.631 2.17 10.00 6.12 0.00 8.388
4A JctBx 0.716 4.36 10.00 6.12 0.00 19.103
1A JctBx 0.629 2.99 10.00 6.12 0.00 11.511
2A JctBx 0.629 5.98 10.00 6.12 0.00 23.022
3A JctBx 0.659 12.70 10.00 6.12 0.00 51.248
5B JctBx 0.630 3.51 10.00 6.12 0.00 13.531
4B JctBx 0.629 7.07 10.00 6.12 0.00 27.247
1B JctBx 0.630 2.70 10.00 6.12 0.00 10.409
2B JctBx 0.630 5.46 10.00 6.12 0.00 21.062
3B JctBx 0.643 29.00 11.27 5.91 0.00 110.184
5C JctBx 0.630 3.43 10.00 6.12 0.00 13.225
4C JctBx 0.630 6.92 10.00 6.12 0.00 26.695
1C JctBx 0.630 3.49 10.00 6.12 0.00 13.470
2C JctBx 0.630 6.98 10.00 6.12 0.00 26.940
3C JctBx 0.638 46.62 13.00 5.65 0.00 168.014
1D JctBx 0.630 3.54 10.00 6.12 0.00 13.654
2D JctBx 0.630 7.06 10.00 6.12 0.00 27.247
3D JctBx 0.637 57.43 14.13 5.49 0.00 200.708
5E JctBx 0.629 3.50 10.00 6.12 0.00 13.470
4E JctBx 0.629 7.12 10.00 6.12 0.00 27.430
1E JctBx 0.650 3.49 10.00 6.12 0.00 13.899
2E JctBx 0.640 7.00 10.00 6.12 0.00 27.430
3E JctBx 0.644 75.24 15.41 5.32 0.00 258.004
5F JctBx 0.630 3.46 10.00 6.12 0.00 13.348
4F JctBx 0.631 7.07 10.00 6.12 0.00 27.308
1F JctBx 0.700 3.50 10.00 6.12 0.00 15.001
2F JctBx 0.665 7.07 10.00 6.12 0.00 28.777
3F JctBx 0.644 93.03 16.68 5.17 0.00 309.735
5G JctBx 0.630 3.54 10.00 6.12 0.00 13.654
4G JctBx 0.630 7.22 10.00 6.12 0.00 27.859
1G JctBx 0.701 3.51 10.00 6.12 0.00 15.062
2G JctBx 0.666 7.06 10.00 6.12 0.00 28.777
3G JctBx 0.644 110.94 17.74 5.04 0.00 360.599
5I JctBx 0.626 1.79 10.00 6.12 0.00 6.858
5H JctBx 0.629 5.23 10.00 6.12 0.00 20.144
4H JctBx 0.630 8.80 10.00 6.12 0.00 33.920
1H JctBx 0.599 3.49 10.00 6.12 0.00 12.797
2H JctBx 0.614 7.00 10.00 6.12 0.00 26.328
3H JctBx 0.641 130.32 18.93 4.92 0.00 410.851
4I JctBx 0.550 3.58 10.00 6.12 0.00 12.062
1I JctBx 0.749 3.39 10.00 6.12 0.00 15.552
2I JctBx 0.688 6.95 10.00 6.12 0.00 29.267
3I JctBx 0.641 144.48 19.99 4.81 0.00 445.182
4J JctBx 0.650 3.57 10.00 6.12 0.00 14.205
Page 2
Prop System D 5-yr.txt
OFF5 JctBx 0.718 5.39 10.00 6.12 0.00 23.695
1J JctBx 0.749 3.54 10.00 6.12 0.00 16.225
OFF8 JctBx 0.784 5.47 10.00 6.12 0.00 26.267
2J JctBx 0.630 3.65 10.00 6.12 0.00 14.082
OFF7 JctBx 0.746 11.13 10.26 6.08 0.00 50.447
3J JctBx 0.641 148.32 21.02 4.71 0.00 447.313
OFF6 JctBx 0.651 165.52 21.11 4.70 0.00 506.351
OUT Outlt 0.651 165.52 21.11 4.70 0.00 506.351
---------------------------------------------------------------------------------
Conveyance Configuration Data
==================================================================================
Run Node I.D. FlowLine Elev.
# US DS US DS Shape # Span Rise Length Slope n_value
(ft) (ft) (ft) (ft) (ft) (%)
----------------------------------------------------------------------------------
1 5A 4A 17.48 16.89 Cir 1 0.00 2.00 328.3 0.180 0.013
2 4A 3A 15.89 15.55 Cir 1 0.00 3.00 311.3 0.109 0.013
3 1A 2A 16.90 16.46 Cir 1 0.00 2.50 339.8 0.129 0.013
4 2A 3A 15.96 15.55 Cir 1 0.00 3.00 315.1 0.130 0.013
5 3A 3B 14.55 13.94 Cir 1 0.00 4.00 467.4 0.131 0.013
6 5B 4B 16.15 15.71 Cir 1 0.00 2.50 335.8 0.131 0.013
7 4B 3B 14.71 14.44 Cir 1 0.00 3.50 300.1 0.090 0.013
8 1B 2B 17.14 16.29 Cir 1 0.00 2.00 339.8 0.250 0.013
9 2B 3B 15.29 14.94 Cir 1 0.00 3.00 315.1 0.111 0.013
10 3B 3C 11.94 11.61 Cir 1 0.00 6.00 469.7 0.070 0.013
11 5C 4C 15.81 15.39 Cir 1 0.00 2.50 325.0 0.129 0.013
12 4C 3C 14.39 14.11 Cir 1 0.00 3.50 305.0 0.092 0.013
13 1C 2C 15.84 15.40 Cir 1 0.00 2.50 340.5 0.129 0.013
14 2C 3C 14.40 14.11 Cir 1 0.00 3.50 318.4 0.091 0.013
15 3C 3D 11.61 10.87 Cir 1 0.00 6.00 461.8 0.160 0.013
16 1D 2D 15.09 14.66 Cir 1 0.00 2.50 331.7 0.130 0.013
17 2D 3D 13.66 13.37 Cir 1 0.00 3.50 319.6 0.091 0.013
18 3D 3E 9.87 9.41 Cir 1 0.00 7.00 461.8 0.100 0.013
19 5E 4E 14.62 14.18 Cir 1 0.00 2.50 333.7 0.132 0.013
20 4E 3E 13.18 12.91 Cir 1 0.00 3.50 301.2 0.090 0.013
21 1E 2E 14.63 14.21 Cir 1 0.00 2.50 320.2 0.131 0.013
22 2E 3E 13.21 12.91 Cir 1 0.00 3.50 333.8 0.090 0.013
23 3E 3F 8.41 7.99 Cir 1 0.00 8.00 469.3 0.090 0.013
24 5F 4F 14.19 13.76 Cir 1 0.00 2.50 333.8 0.129 0.013
25 4F 3F 12.76 12.49 Cir 1 0.00 3.50 297.3 0.091 0.013
26 1F 2F 14.27 13.79 Cir 1 0.00 2.50 320.1 0.150 0.013
27 2F 3F 12.79 12.49 Cir 1 0.00 3.50 340.3 0.088 0.013
28 3F 3G 7.99 7.43 Cir 1 0.00 8.00 461.8 0.121 0.013
29 5G 4G 13.64 13.21 Cir 1 0.00 2.50 330.5 0.130 0.013
30 4G 3G 12.21 11.93 Cir 1 0.00 3.50 302.5 0.093 0.013
31 1G 2G 13.72 13.23 Cir 1 0.00 2.50 329.0 0.149 0.013
32 2G 3G 12.23 11.93 Cir 1 0.00 3.50 329.0 0.091 0.013
33 3G 3H 6.43 6.00 Cir 1 0.00 9.00 477.6 0.090 0.013
34 5I 5H 13.79 13.73 Cir 1 0.00 2.00 30.0 0.200 0.013
35 5H 4H 12.73 12.37 Cir 1 0.00 3.00 335.7 0.107 0.013
36 4H 3H 11.87 11.50 Cir 1 0.00 3.50 300.5 0.123 0.013
37 1H 2H 13.22 12.80 Cir 1 0.00 2.50 325.6 0.129 0.013
38 2H 3H 11.80 11.50 Cir 1 0.00 3.50 326.9 0.092 0.013
39 3H 3I 6.00 5.49 Cir 1 0.00 9.00 468.4 0.109 0.013
40 4I 3I 12.38 11.99 Cir 1 0.00 2.50 302.9 0.129 0.013
41 1I 2I 12.77 12.29 Cir 1 0.00 2.50 317.4 0.151 0.013
42 2I 3I 11.29 10.99 Cir 1 0.00 3.50 336.1 0.089 0.013
43 3I 3J 4.99 4.54 Cir 1 0.00 9.50 450.5 0.100 0.013
44 4J OFF5 4.66 4.59 Cir 1 0.00 3.50 44.0 0.159 0.013
45 OFF5 OFF6 4.59 3.99 Cir 1 0.00 3.50 301.7 0.199 0.013
46 1J OFF8 11.90 11.82 Cir 1 0.00 2.50 44.0 0.182 0.013
Page 3
Prop System D 5-yr.txt
47 OFF8 OFF7 8.82 8.66 Cir 1 0.00 5.50 321.2 0.050 0.013
48 2J OFF7 11.73 11.66 Cir 1 0.00 2.50 44.0 0.159 0.013
49 OFF7 OFF6 8.66 8.49 Cir 1 0.00 5.50 357.1 0.048 0.013
50 3J OFF6 4.54 4.49 Cir 1 0.00 9.50 44.0 0.114 0.013
51 OFF6 OUT 3.99 3.91 Cir 1 0.00 10.0 75.8 0.106 0.013
----------------------------------------------------------------------------------
Conveyance Hydraulic Computations. Tailwater = 13.910 (ft)
==================================================================================
Run Hyd. Gr.line Crit.Elev Depth Velocity Junc
# US DS US Fr.Slope Unif. Actual Unif. Actual Q Cap Loss
(ft) (ft) (ft) (%) (ft) (ft) (f/s) (f/s) (cfs) (cfs) (ft)
----------------------------------------------------------------------------------
1 18.93 18.05 21.21 0.136 1.45 1.45 3.44 3.44 8.4 9.6 0.000
2 18.05 17.78 20.40 0.081 2.16 2.23 3.51 3.38 19.1 22.1 0.000
3 18.56 18.30 18.63 0.078 1.66 1.84 3.33 2.97 11.5 14.8 0.000
4 18.30 17.78 19.41 0.118 2.34 2.34 3.89 3.89 23.0 24.2 0.000
5 17.78 16.77 19.16 0.126 3.23 3.23 4.71 4.71 51.2 52.1 0.000
6 18.03 17.31 20.39 0.108 1.88 1.88 3.43 3.43 13.5 14.9 0.000
7 17.31 16.77 19.41 0.073 2.60 2.60 3.56 3.56 27.2 30.3 0.000
8 18.65 17.61 19.25 0.210 1.51 1.51 4.09 4.09 10.4 11.4 0.000
9 17.61 16.77 18.71 0.099 2.32 2.32 3.59 3.59 21.1 22.3 0.000
10 16.77 16.49 20.17 0.067 4.83 4.88 4.52 4.48 110.2 112.7 0.000
11 17.66 16.93 19.26 0.103 1.85 1.85 3.40 3.40 13.2 14.8 0.000
12 16.93 16.49 20.03 0.070 2.54 2.54 3.57 3.57 26.7 30.6 0.000
13 17.72 16.97 18.00 0.107 1.88 1.88 3.41 3.41 13.5 14.8 0.000
14 16.97 16.49 19.52 0.071 2.57 2.57 3.56 3.56 26.9 30.5 0.000
15 16.49 15.56 20.04 0.156 4.88 4.88 6.83 6.83 168.0 170.3 0.000
16 16.98 16.26 17.92 0.110 1.89 1.89 3.42 3.42 13.7 14.8 0.000
17 16.26 15.56 17.18 0.073 2.60 2.60 3.56 3.56 27.2 30.4 0.000
18 15.56 14.60 17.87 0.098 5.69 5.69 5.99 5.99 200.7 202.5 0.000
19 16.49 15.65 18.72 0.107 1.87 1.87 3.43 3.43 13.5 15.0 0.000
20 15.65 14.60 17.64 0.074 2.63 2.63 3.54 3.54 27.4 30.3 0.000
21 16.54 15.72 16.52 0.114 1.91 1.91 3.45 3.45 13.9 14.9 0.000
22 15.72 14.60 18.73 0.074 2.63 2.63 3.54 3.54 27.4 30.3 0.000
23 14.60 14.37 18.29 0.079 6.19 6.38 6.18 6.01 258.0 274.0 0.000
24 16.06 15.25 17.64 0.105 1.87 1.87 3.40 3.40 13.3 14.8 0.000
25 15.25 14.37 17.53 0.073 2.60 2.60 3.57 3.57 27.3 30.4 0.000
26 16.20 15.39 15.72 0.133 1.93 1.93 3.68 3.68 15.0 16.0 0.000
27 15.39 14.37 15.86 0.081 2.76 2.76 3.53 3.53 28.8 30.0 0.000
28 14.37 14.00 16.96 0.114 6.38 6.57 7.21 7.01 309.7 319.0 0.000
29 15.53 14.79 15.31 0.110 1.89 1.89 3.42 3.42 13.7 14.9 0.000
30 14.79 14.00 15.55 0.076 2.63 2.63 3.60 3.60 27.9 30.7 0.000
31 15.67 14.87 15.06 0.134 1.95 1.95 3.66 3.66 15.1 15.9 0.000
32 14.87 14.00 14.00 0.081 2.71 2.71 3.60 3.60 28.8 30.5 0.000
33 14.00 13.99 13.68 0.083 7.10 7.99 6.70 6.04 360.6 376.3 0.000
34 15.00 15.00 13.79 0.091 1.21 1.27 3.46 3.25 6.9 10.2 0.000
35 15.00 14.63 13.86 0.090 2.27 2.27 3.50 3.50 20.1 21.9 0.000
36 14.63 13.99 14.68 0.113 2.76 2.76 4.17 4.17 33.9 35.5 0.000
37 15.02 14.32 14.66 0.097 1.80 1.80 3.39 3.39 12.8 14.8 0.000
38 14.32 13.99 13.97 0.068 2.52 2.52 3.56 3.56 26.3 30.6 0.000
39 13.99 13.98 14.43 0.107 7.38 8.49 7.36 6.61 410.9 413.8 0.000
40 14.10 13.98 11.81 0.086 1.72 1.99 3.35 2.88 12.1 14.8 0.000
41 14.76 14.08 13.21 0.143 1.99 1.99 3.71 3.71 15.6 16.0 0.000
42 14.08 13.98 11.74 0.084 2.79 2.99 3.56 3.34 29.3 30.2 0.000
43 13.98 13.93 14.93 0.094 7.57 9.39 7.35 6.29 445.2 457.8 0.000
44 14.42 14.36 14.01 0.020 1.44 3.50 3.81 1.48 14.2 40.3 0.000
45 14.36 13.92 12.00 0.055 1.81 3.50 4.73 2.46 23.7 45.1 0.000
46 14.18 14.16 12.99 0.155 1.90 2.34 4.04 3.40 16.2 17.6 0.000
47 14.16 14.02 12.00 0.006 2.26 5.36 2.86 1.11 26.3 75.3 0.000
48 14.04 14.02 14.72 0.117 1.79 2.36 3.75 2.94 14.1 16.4 0.000
49 14.02 13.92 12.00 0.022 3.35 5.43 3.33 2.13 50.4 73.6 0.000
Page 4
Prop System D 5-yr.txt
50 13.93 13.92 14.39 0.095 7.20 9.43 7.76 6.32 447.3 488.3 0.000
51 13.92 13.91 12.00 0.093 7.73 10.00 7.77 6.45 506.4 539.5 0.000
==================================================================================
SUMMARY OF STORM DRAIN STRUCTURE QUANTITIES
===============================================
NOTE:
The convey length should be from upstream to downstream inside box.
This length may also be used as Pay Item.
Using hydraulic length, from node center to node center, may result in profile
error,
and this length should not be used as Pay Item.
LINKS:
=======================================================================
Type of Convey Material Rise Span Number of Links Quantity
Structure (ft) (ft) of this type (ft)
-----------------------------------------------------------------------
Circular Concrete 2.0 0.0 3 698.16
Circular Concrete 3.0 0.0 4 1277.16
Circular Concrete 2.5 0.0 16 4673.93
Circular Concrete 4.0 0.0 1 467.38
Circular Concrete 3.5 0.0 15 4456.31
Circular Concrete 6.0 0.0 2 931.44
Circular Concrete 7.0 0.0 1 461.76
Circular Concrete 8.0 0.0 2 931.05
Circular Concrete 9.0 0.0 2 946.02
Circular Concrete 9.5 0.0 2 494.52
Circular Concrete 5.5 0.0 2 678.27
Circular Concrete 10.0 0.0 1 75.8
NODES:
=================================================================================
Type of Inlet Type of Grate Inlet Grate Grate Grate Grate Quantity
Structure Length Width Length Area Perimeter (each)
(ft) (ft) (ft) (ft) (ft)
---------------------------------------------------------------------------------
Junction Box 0.0 0.0 0.0 0.0 0.0 51
Outlet 0.0 0.0 0.0 0.0 0.0 1
===================================END===========================================
NORMAL TERMINATION OF HOUSTORM.
Warning Messages for current project:
Runoff Frequency of: 5 Years
Upstream HGL exceeds critical elevation (Design) at node Id= OFF6 Run # 51
Upstream HGL exceeds critical elevation (Design) at node Id= OFF5 Run # 45
Upstream HGL exceeds critical elevation (Design) at node Id= OFF7 Run # 49
Upstream HGL exceeds critical elevation (Design) at node Id= 4J Run # 44
Upstream HGL exceeds critical elevation (Design) at node Id= OFF8 Run # 47
Upstream HGL exceeds critical elevation (Design) at node Id= 4I Run # 40
Upstream HGL exceeds critical elevation (Design) at node Id= 2I Run # 42
Upstream HGL exceeds critical elevation (Design) at node Id= 1J Run # 46
Upstream HGL exceeds critical elevation (Design) at node Id= 3G Run # 33
Upstream HGL exceeds critical elevation (Design) at node Id= 2H Run # 38
Upstream HGL exceeds critical elevation (Design) at node Id= 1I Run # 41
Upstream HGL exceeds critical elevation (Design) at node Id= 2G Run # 32
Upstream HGL exceeds critical elevation (Design) at node Id= 5H Run # 35
Upstream HGL exceeds critical elevation (Design) at node Id= 1H Run # 37
Upstream HGL exceeds critical elevation (Design) at node Id= 5G Run # 29
Upstream HGL exceeds critical elevation (Design) at node Id= 1G Run # 31
Upstream HGL exceeds critical elevation (Design) at node Id= 5I Run # 34
Page 5
Prop System D 5-yr.txt
Upstream HGL exceeds critical elevation (Design) at node Id= 1F Run # 26
Upstream HGL exceeds critical elevation (Design) at node Id= 1E Run # 21
Page 6
City of La Porte, Texas
Report for:
Concrete Street Program Study
Texas Registration No. 274
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
2010 Concrete Street Program for the City of La Porte
- Drainage Study
Concrete Street Program Study
Concrete Street Program Study
2010 Concrete Street Program for the City of
La Porte - Drainage Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
1
Anareadesignatedfororwhereparallel(orheadin)vehicleparkingispermittedusuallyalongthecurblane(s)of
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Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Concrete Street Program Study
Cedar Byu
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EXHIBIT 1
Texas Registration No. 274
13430 Northwest Freeway, Suite 1100
Houston, Texas 77040
713.462.3242 | fax 713.462.3262 | www.cobfen.com
JOB NO. 1012056
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Texas Registration No. 274
13430 Northwest Freeway, Suite 1100
Houston, Texas 77040
713.462.3242 | fax 713.462.3262 | www.cobfen.com
JOB NO. 1012056
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Texas Registration No. 274
13430 Northwest Freeway, Suite 1100
Houston, Texas 77040
713.462.3242 | fax 713.462.3262 | www.cobfen.com
JOB NO. 1012056
14
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Client: City of LaPorte Project Name: Concrete Street Program Study Date: 7/7/2011
Cost Estimate 1 - Overall Construction, Engineering, Surveying, and Contingencies
OVERALL PROJECT
BASE BID ITEMS: For 639 STA. of Roadway
GENERAL
GENERAL ITEM SUBTOTAL
$ 3,244,150.00
PAVING
PAVING ITEM SUBTOTAL
$ 17,597,650.00
DEMOLITION
DEMOLITION ITEM SUBTOTAL
$ 1,035,800.00
STORM SEWER
STORM SEWER ITEM SUBTOTAL
$ 9,071,000.00
MISC. UTILITY ITEM SUBTOTAL
MISC UTILITY ITEM SUBTOTAL
$ 400,000.00
BASE BID ITEM SUBTOTAL
$ 31,348,600.00
Engineering, Surveying, and Contingencies
Engineering, Surveying, and Contingency Item Subtotal
$ 10,934,720.00
ESTIMATED TOTAL COST
$42,283,320.00
Client: City of LaPorte Project Name: Concrete Street Program Study Date: 7/7/2011
Cost Estimate 2 - Overall Construction and Phases 1-10
PHASE 1 PHASE 2 PHASE 3 PHASE 4
OVERALL PROJECT
(Construction only)
BASE BID ITEMS: For 639 STA. of Roadway Overall Project
GENERAL
GSOGENERAL ITEM SUBTOTAL
$ 295,750.003,244,150.00$ 91,350.00$ 96,425.00$
93,887.50$
PAVING
PAVING ITEM SUBTOTAL
$17,597,650.00$450,470.00$810,846.00$855,893.00$833,369.50
DEMOLITION
DEMOLITION ITEM SUBTOTAL
$1,035,800.00$13,160.00$21,480.00$22,520.00$22,000.00
STORM SEWER
STORM SEWER ITEM SUBTOTAL
$9,071,000.00$492,400.00$484,945.00$422,560.00$512,690.00
MISC. UTILITY ITEMS
MISC UTILITY ITEM SUBTOTAL
$400,000.00$6,500.00$11,700.00$12,350.00$12,025.00
BASE BID ITEM TOTAL
$31,348,600.00$1,258,280.00$1,420,321.00$1,409,748.00$1,473,972.00
Client: City of LaPorte Project Name: Concrete Street Program Study Date: 7/7/2011
Cost Estimate 3 - Overall Construction and Pavement Reduction Options
CURRENTLY INCLUDED IN OVERALLOPTION "A"OPTION "B"OPTION "B"
MID-BLOCK BOLLARD CASE (20'
OVERALL PROJECT
BASE CASE ONE-WAY CASE MID-BLOCK BOLLARD CASE
GRASSY PAVER W/OUT CURB
(28' CONC. W/ CURB) (12' CONC. W/OUT CURB)(20' CONC. W/OUT CURB - TWO WAY ST.)
(Construction only)
- TWO WAY ST.)
BASE BID ITEMS: For 639 STA. of Roadway
GENERAL
GENERAL ITEM SUBTOTAL$3,244,150.00$-$-$-$-
PAVING
PAVING ITEM SUBTOTAL
$17,597,650.00$813,750.00$330,750.00$551,250.00$551,250.00
DEMOLITION
DEMOLITION ITEM SUBTOTAL$1,035,800.00$-$-$-$-
STORM SEWER
STORM SEWER ITEM SUBTOTAL
$9,071,000.00$-$-$-$-
MISC. UTILITY ITEMS
MISC UTILITY ITEM SUBTOTAL$400,000.00$-$-$-$-
BASE BID ITEM SUBTOTAL$31,348,600.00$813,750.00$330,750.00$551,250.00$551,250.00
ALTERNATE PAVEMENT REDUCTION ITEMS
ALTERNATE PAVING REDUCTION ITEM SUBTOTAL$-$-$-$-$404,000.00
BASE PLUS ALTERNATE BID ITEM TOTAL FOR SCENARIO
$31,348,600.00$813,750.00$330,750.00$551,250.00$955,250.00
Client: City of LaPorte Project Name: Concrete Street Program Study Date: 7/7/2011
Cost Estimate 2 - Overall Construction and Phases 1-10
PHASE 5 PHASE 6 PHASE 7 PHASE 8 PHASE 9 PHASE 10
BASE BID ITEMS: For 639 STA. of Roadway Overall Project
GENERAL
GSO
GENERAL ITEM SUBTOTAL$ 106,575.00114,187.50$ 116,725.00$ 126,875.00$
116,725.00$ 121,800.00$
PAVING
PAVING ITEM SUBTOTAL$1,016,257.50$945,987.00$892,981.00$968,675.00$894,781.00$931,728.00
DEMOLITION
DEMOLITION ITEM SUBTOTAL
$26,160.00$24,600.00$26,680.00$28,760.00$26,680.00$27,720.00
STORM SEWER
STORM SEWER ITEM SUBTOTAL
$310,150.00$247,290.00$394,520.00$319,500.00$418,770.00$377,760.00
MISC. UTILITY ITEMS
MISC UTILITY ITEM SUBTOTAL
$14,625.00$13,650.00$14,950.00$16,250.00$14,950.00$15,600.00
BASE BID ITEM TOTAL
$1,481,380.00$1,338,102.00$1,445,856.00$1,460,060.00$1,471,906.00$1,474,608.00
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Fireblast Global
Corporate Capabilities
La Porte Fire Department, Texas
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Project Experience
Project Experience
Fire Training System
Advanced Live Fire Systems
Control System Overview
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Wall Mount
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Rack Mount
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Safety Systems
Safety
The content of this presentation is proprietary and confidential information of AGT International and VSD LLC. Any disclosure,
copying, distribution or use of its contents without AGT International or VSD LLC specific written consent is strictly prohibited
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Certified Safety
Wireless Operator Control
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Safety Systems
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Fire Training System
Prop Features
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Delivery Examples
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
HD Series Prop Design
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
HD Series Prop Design
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
HD Series Prop Design
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
System Overview
HD Series Prop Comparison
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
HD Series Extension Fires and Flame Spread
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Hallway Flashover
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Quick Burner Advantage
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Smoke Distribution System
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
Fire Training System
Thermal Lining System
65 lb/sf –(1041 kg/m3)
Density
Calcium Silicate
Insulating Media
2ft x 2ft
Panel Dimensions
1 in
Panel Thickness
Hot dipped galvanized channel
Sub-Framing System
2000°F (1093°C).
Max Operating Temperature
6.4 lb/sf
Weight of System
1400 psi
Flexural Strength
3000 psi
Comprehensive Strength
107°F -(@ 537°C is 42°C)
Cold Face Temp @1000°F-HF
125°F -(@ 816°C is 52°C)
Cold Face Temp @1500°F-HF
7 in
Air Gap (Steel Building)
4 in
Air Gap (Concrete Building)
Yes
Water Resistance
1.95
Thermal Conductivity @1000°F
Good
Thermal Image Quality
Normal
Thermal Reaction
The content of this presentation is proprietary and confidential information of Fireblast Global Inc.
CURRENT LIGHTS AT NORTHWEST PARK
CURRENT LIGHTS AT LITTLE CEDAR BAYOU PARK
KLEIN RETREAT PROPERTY
PLAYGROUND OPTIONS
Little Cedar Bayou Playground
Installed 2018
$100,000 (including ground cover + grant on main structures)
Lomax Playground
Installed 2017
$58,000 (including ground cover + grant on main structure)
PLAYGROUND OPTIONS
Tom Brown Playground
Installed 2017
$38,000 (including ground cover + grant on the main structure, not including swings)
Seabreeze Playground
Installed 2019
$33,000 (including ground cover + grant on the main structure)
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EX 1: MULTI-STATION TRAINING AREA
12 TRAINING STATIONS
Rough Estimate for equipment + install + rubber ground cover = $60,000
10 TRAINING STATIONS
Rough Estimate for equipment + install + rubber ground cover = $50,000
EX 2: MULTI-STATION OPTION AT FAIRMONT PARK
EX 3: SEPARATE PIECES ALONG THE SIDEWALK
5 SEPARATE PIECES (multiple options to choose from)
Rough Estimate for equipment + install + rubber ground cover = $40,000
EX 4: INDIVIDUAL UNIT OPTION AT FAIRMONT PARK
Sculpture throughout Knoxville, Oak Ridge and Alcoa, Tennessee from the Dogwood Arts Art In Public Places Programs
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Youth Advisory Commissions
Updated January 2017
What is a YAC?
Borger Youth Advisory Council, February 2014
The goal of the Muleshoe Youth Advisory Council is to develop
group of youth leaderswho are committed to learning about local
government and the roles youth can have in it. Muleshoe YAwill also
learn to make difference in our community and the lives ofother
youth, recognizing their voice and using it and representing other youth
in the Cityof Muleshoe. Time, effort, and commitment are involved.
Why should I join YAC?
Bevoice for the youth of Lake Jackson
Meet new people
Have fun
Volunteer in the community
Be involved in city activities by being part of the city
Benefits
Rockwall Youth Advisory Council, February 2014
YAC Projects
How to Form a YAC
Get buy in and feedback from your youth.
Back it up on paper.
Keep it going.
Abilene's Carver Youth Council, February 2014
How TML Can Help
YACs in Texas
For more information about YACs and the YAC Summit, contact Gray Bulman
(gray@tml.org, 512-231-7406) or Rachael Pitts (rpitts@tml.org, 512-231-7472).
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The City has an Emergency Operations Plan that includes a Basic Plan with twenty-two (22) different annexes. This plan
describes the City’s emergency response organization, assigns responsibilities for various emergency tasks, and describes
who does what, when, and how during all phases of emergency management. The primary annexes related to chemical
emergencies are: (1) Annex A: Warning; (2) Annex I: Public Information; and (3) Annex Q: Hazardous Materials. These
annexes outline the basic framework for how the City will respond during a chemical emergency, and show that it is a
coordinated effort among multiple departments and agencies to respond to an incident, determine what actions to take,
activate warning systems, and keep the public informed. In addition to the Emergency Operations Plan, there are various
departmental policies and procedures that may be implemented during a chemical emergency.
Basic Process Flow during a Chemical Emergency:
Initial Report/ Public Warning EOC Activation/
Response and
Notificationsand Notification Public Information
Assessment
Annex Q, Hazardous Materials, describes the concept of operations that will take place during response to a chemical
emergency, from the initial incident report to activation of warning systems. The Dispatch Center will receive initial
notification of an incident, and direct responders to the scene. Notification that hazardous materials are involved may be
provided in an initial report, or discovered upon arrival at the scene.
Incident Occurring at a Facility:
For a hazardous materials incident that occurs at a facility in the area, the Dispatch Center may receive notification via the
Emerge/E-Notify system. Different levels are used to indicate the severity of an incident (Level 1, 2, or 3). The Office of
Emergency Management receives these notifications via text and email, at the same time they are received by Dispatch.
For a Level 2 or 3 incident, Dispatch will contact the Emergency Management Coordinator (EMC) or his/her designee to
discuss what actions, if any, should be taken as a result of the notification. The facility making the notification will be
contacted for more information. The facility may provide recommended protective actions for the community. Based on
information provided to Dispatch and/or information gathered at the scene, the EMC will coordinate with the Fire Department
to determine any affected areas and protective actions necessary for the public. This level of coordination may not occur if
the EMC determines that a Shelter in Place is immediately required to protect lives. The initial actions taken depend on the
perceived or actual threat to the community.
In response to a hazardous materials incident, initial on scene responders will establish an Incident Command Post (ICP).
Regular communication will occur between the Incident Commander and EMC, or their designees, to ensure continued
coordination and information sharing. In determining the affected areas, and necessary protective actions, the Fire
Department and EMC will consider the materials being released (if known), the quantity being release, wind direction and
wind speed, and size of the area that may be impacted. To determine the affected area, first responders and the Office of
Emergency Management may utilize a variety of available resources, including: plume cloud modeling or fence line
detection systems utilized by the responsible facility; the Emergency Response Guidebook; computerized release modeling
systems; the WISER phone app or other plume cloud modeling apps; and assistance from outside agencies.
Incident Command/Emergency Operations Center:
The Incident Commander will typically provide warning to, and implement protective actions for, the public in the immediate
vicinity of the incident site. The Office of Emergency Management/Emergency Operations Center (EOC) will oversee
dissemination of warning information and implementation of protective actions for the public beyond the immediate incident
site. Based on the size of the incident or level of support needed, the EOC may be activated. The Incident Command Post
will concentrate on immediate response actions at the incident site, and direct activities of deployed emergency response
elements. Initially, the Office of Emergency Management will handle incident support activities and other tasks, such as
emergency public information
Community Warning/Public Information:
Annex A, Warning, and Annex I, Public Information, outline the responsibilities for activating the warning systems, ensuring
readiness of public information systems andmessages, and disseminatinginformation to thepublic. This is a coordinated
effort with shared responsibility among various departments. The Officeof Emergency Managementhas implemented
systems that allow for immediate notificationto thepublic toprovide initialwarninginstructions as fast as possible.
For certain types of time-sensitivewarnings, the Dispatch Center maybe authorized to activate the localwarning systems to
warn the public immediately. In other situations, the messagemust be approved prior to activationof the warning systems.
The EOC may be activated and assume responsibility for formulatingwarning messagesandpublic instructions, which may
then be disseminated via Dispatch, independent notification systems,and contact withthe media.
If it is determined that a Shelter inPlace shouldbe implemented, the initial warningalert will likely be activated byDispatch.
The table below shows theCity’s currentnotification systems, and which systems can be initiallyactivated byDispatch
utilizing the Emerge system. Any messages activated through the Emerge systemare pre-recorded/pre-scripted. This
allows Dispatchto alert the community, or portionsof the community, without spending time to developand recorda warning
message. The Office of Emergency Management, in coordination withthe EOC’s Public Information Officer (PIO) Team, will
then work to provideupdated detailsto the community asquickly as possible via the systems listed below.
City Notification Systems
Systems Used by the City Systems Activated by Dispatch Using Emerge
Swift911 Phone Notification System (phone, email, and text) Swift911 Phone Notification System
Outdoor Warning Sirens (13) Outdoor Warning Sirens
Alertus Beacons and Computer Alerts Alertus Beacons and Computers
Social Media (Facebook/Twitter) AM 830/Flashing Roadway Signs
City’s Website
Ready LP App Push Notifications
*Emerge is used for the Tuesday Test, Saturday Siren
Test, and during a Shelter in Place emergency
E-Notify and CAER Online
AM 830/Flashing Roadway Signs
the EOC has been activated for an emergency situation, the EOC Manager will normally determine theneed for
additional warning and instructions. The PIOTeam staff willworkwith the EOC Manager to formulateadditionalwarning
messagesandinstructions,which willbe continually disseminated via the systemsdescribedabove. The Emergency
Management Coordinator (EMC), or EOC Managerduring an EOCactivation, will continue to providedirection on public
information needsuntil the incident has been resolved.
All Clear and Incident Review:
Once theon-scene IncidentCommanderhasdetermined the threat has ended, the Incident Commanderwillnotify the
EMC/EOC Manager that anAll Clear canbe issued. Oncethe AllClear has been issued, this informationwill be
disseminatedto thepublic.
After theincident, the EMC will work with other departments andstaff to conduct an AfterAction Reviewto identify aspects
that went wellwith the response, andareas that need improvement. This review results in various action items thatare
taken to improve response inthe future. It is sharedwithall involvedparties, and the EOC team staff. This allows for
continual improvement tobetter serve our community during an emergency or disaster.
Policies
Chapter 9 of the Employee Handbook covers
reporting of injuries and incidents
Chapter 3 Section 22 prohibits use of cell phones
while driving City-owned/-leased vehicles
A more detailed City safety manual is currently
being reviewed and updated by the Risk & Safety
Specialist and Safety committee
Automobile Claims
Vehicle Claims and Associated Costs
120
100
98
80
60
55
53
40
20
13
23
1010
8
18
3
0
2014/152015/162016/172017/182018/19
ClaimsCost ($K)
Workers Comp Claims
400
378
350
300
250
200
165
151
141
150
100
67
56
51
50
50
20
13
0
2014/152015/162016/172017/182018/19
ClaimsCost($K)
Incident Reporting
% preventable
70
64
60
50
40
30
29
30
20
10
0
2016/172017/182018/19
% preventable
Safety Committee
Met for first time as a group on February 21
Reviewed incidents of the quarter and determined
preventable/non-preventable
Discussed improvements to the incident reporting form and
procedure
Future actions include:
Targeted training
Safety manual updates
Safety program slogan and events
TML Reporting for Workers Compensation Lost Time
FY 15/16 No. of Incidents
1020%More than 7 days of lost time
816%7 or less than 7 days of Lost Time
3264%No Lost time
50
FY 15/16 No. of Incidents
814%More than 7 days of lost time
713%7 or less than 7 days of Lost Time
4173%No Lost time
56
FY 16/17 No. of Incidents
917%More than 7 days of lost time
1020%7 or less than 7 days of Lost Time
3263%No Lost time
51
FY 17/18 No. of Incidents
46%More than 7 days of lost time
58%7 or less than 7 days of Lost Time
5786%No Lost time
66
FY 18/19 No. of Incidents
00%More than 7 days of lost time
15%7 or less than 7 days of Lost Time
1995%No Lost time
20