HomeMy WebLinkAbout20141274.tiff Federal Emergency Management Agency E-Orants Page 1 of 2
PA-08-CO-4145-PW-00112(0) P
Applicant Name: Application Title:
WELD(COUNTY) WELD COUNTY CR 61
Period of Performance Start: Period of Performance End:
09-14-2013 03-14-2015
•
(Bundle Reference#(Amendment#) Date Awarded
Subgrant Application - FEMA Form 90-91
Note:The Effective Cost Share for this application is 75%
FEDERAL EMERGENCY MANAGEMENT AGENCY
PROJECT WORKSHEET
DISASTER PROJECT NO. PA ID NO. DATE CATEGORY
•
WELCO11 123-99123- 11.08-2013 C
FEMA 4145 - DR -CO 00
APPLICANT:WELD(COUNTY) WORK COMPLETE AS OF:
11.09-2013:90%
Site 1 of 1
DAMAGED FACILITY:
COUNTY: Weld
WELD COUNTY CR 61 AT SOUTH PLATTE RIVER
LOCATION: LATITUDE: LONGITUDE:
40.38381 -104.48883
Current Version: 40.3842 -104.48885
40.38588 -104.48887
north of Intersection of CR 3801 CR61 (40.37623,-104.48865)northward to south of intersection 40.38151 -104.48877 753 -104.48887
CR388lCR61 (40.30023,-104.48889) 40.36321 -104.48682
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
DAMAGE DESCRIPTION AND DIMENSIONS
In DR 4145 Colorado experienced Severe Storms,Flooding,Landslides,and mudslides during the Incident period from September 11
through September 30,2013.
The roads of Weld County,which is crossed by the South Platte River,were impacted by floodwaters throughout the county,Including loss
of pavement,shoulders,culverts,and guard rails.
Weld County Road 61,an asphalt road with gravel shoulders,was flooded over from a location north of intersection of CR 380/CR61
(40.37623,-104.48865)northward to south of intersection CR388/CR61 (40.30023,-104.48689),see map attached.
The flood effected area covered approximately 22LF wide asphalt road over approximately 5,100LF,plus 6LF gravel shoulders each side,to
an average depth of 5.5LF,or(34LF x 5,100LF x 5.5LF)/27 CY/CF,or approximately 35,300 CY of total road volume.
A Site inspection was performed on 11/1/2013,by FEMA Public Assistance Coordinator Eugene May,and Weld County Chief Engineer
David Bauer.
Floodwaters overtopped the following sections,causing the complete loss of roadway(see map):
Location 1,approx 525LF(START 40.38753,-104.48887;END 40.38586,-104.48887)
Location 2,approx 150LF(START 40.38420,-104.48885;END 40.38361,-104.48883) 2014-1274
Location 3,approx 62O5(START 40.38321,-104.48882;END 40.38151,-104.48877)
SCOPE OF WORK: CC : oEm1 9w, GIs,Cruz; Co0M5
& oil "ge' clo- S/ a3-02019 Fes, 2-1 2V 1
11/13/2013
Federal Emergency Management Agency E-Grants Page 2 of 2
Current Version:
SCOPE OF WORK
TEMPORARY:
The Applicant used contract services in a publicly bid contract(notice of competitive bids and award attached)to restore the flood impacted
road and shoulders in an expedited construction operation designed to address standing floodwaters at overtopped sections and lost
pavement(Location 1,2,3),and the loss of gravel shoulders throughout the contract area to allow vehicular traffic before and during the
winter season.
The applicant anticipates that these conditions will likely lead to short term wear characteristics of the road structure,which will be revisited
by the applicant after the winter season 2013/2014.
This sub-grant is written for the temporary road recovery operations as indicated in the attached contract.
The approximate measurements in the DAMAGE DESCRIPTION,35,300CY,result in an average in place cost of accelerated operations at
approximately$35CY,or a cost in an order of magnitude scale with temporary emergency road work in flood conditions.
The contract,for$1,249,082 was awarded to the ROCHE CONSTRUCTORS INC of 361 71ST Avenue,Greeley,CO 80634,phone 970-
356-3611.
The contract has accelerated performance specifications that require the opening of the road to vehicular traffic without standard dry road
base conditions or compaction,due to the standing flood waters.
For these specifications see CHANGE ORDER No1 regarding accelerated schedule in the attached contract,from 40 days to completion to
22 days to completion.All contract sections that refer to Federal Aid Road projects are used for procedures only.
The Applicant has provided the Weld County map showing FHWA funded County Roads for 2013 showing the site of the work as being the
responsibility and complete funding of Weld County(attached).
Future attachments as indicated below in are in the Weld County Department of Public Works:
1.Signed Base Contract,Oct 2,2013, and Change Order No.1,Accelerated Schedule,dated Oct 7, 2013.
2.Weld Co Commissioners Memo regarding public bids received,Oct 1,2013
3.Contract Award Letter Oct 2,2013,Notice to Proceed,Oct 3,2013
4.Weld County Map FHWA funded County Roads.
Does the Scope of Work change the pre-disaster
Special Considerations included? n Yes El No
conditions at the site? Li Yes No
Hazard Mitigation proposal included? LI Yes
g Is there insurance coverage on this facility? 1__J Yes Li No
(II No
PROJECT COST
ITEM CODE NARRATIVE QUANTITY/UNIT UNIT PRICE COST
1 9999 ESTIMATE FOR TEMPORARY 1/LS $ 1,245,082.00 $ 1,245,082.00
REPAIRS
TOTAL COS(Y6 1,245, 82.00
PREPARED BY EUGENE MAY TITLE PACL SIGNATURE v v'� 4-0113
APPLICANT REP Roy Rudisill TITLE Director-OEM SIGNATURE /Yv � ( .' 1 t- !y l j,
httr.c'//ier irra fema ne.t/ernmie/internallntegration?apnlicationId=350204 11/13/2013
VERSION WELCO11
March 14, 2014
Reference:Weld County construction project nos. SRP-23 and project no. EM-BR61/54A, County Road
61.
SCOPE
Applicant submitted an HMP proposal for reinforcing the edges of CR61 with Turf Reinforcement Mat
(TRM) and hydro seeding as a revision to PW No. WELCO11,$1,245,082.00, Emmie no. 112. The
proposal is divided into two phases: 1. Weld County Project No.SRP-23 includes hydraulic seeding 0.62
acres, hydraulic mulch 0.62 acres and turf reinforcement mat 6,741SY. (See attachment Phase 1 Plans.)
2. Weld County Project no. EM-BR61/54A, includes embankment material 240CY, topsoil 152CY,
hydraulic seeding 2 acres, spray mulch 2 acres turf reinforcement mat 1,600SY, 9 inch riprap 108CY plus
heavy equipment grading, erosion control, vehicle control, sediment removal, construction surveying
and mobilization. (See attachment Phase 2 Plans.) A contract was awarded to All Cowboy Erosion
Control LLC for$161, 721.04 for hydro seeding and TRM. (See attached All Cowboy bid sheet.)A
separate contract will be awarded for the riprap.
As part of the Phase 2 project, EM-BR61/54A, crushed concrete riprap is to be removed at the north and
south abutments and new 9IN riprap, 108CY, placed at a cost of$89.35/CY(506-00209 CDOT) for a cost
of$9,679.58 plus the use of a hydraulic excavator for 10HR X$209.02/HR (203-01666 CDOT) =
$2,090.20 and traffic control for 2 days X$1,380.00/DAY(Contractor bid quote) = $2,760.00 for a total
cost of$14,529.78.
A site visit with FEMA and WELD County personnel was conducted on March 14, 2014.The damaged
locations identified in the original PW have been repaired with asphalt and crushed concrete riprap
placed at the bridge shoulders. The Applicant is requesting that the riprap be removed and replaced
with crushed rock riprap. The original installation was placed as a temporary measure to prevent
further erosion and to open the road to traffic as quickly as possible before the winter season.
FEDERAL EMERGENCY MANAGEMENT AGENCY
HAZARD MITIGATION PROPOSAL (HMP)
DISASTER APPLICANT PW REF NO. FIPS NO. CATEGORY
DR4045 WELD COUNTY CR 61 WELDCO11 123.9912300 C
SCOPE OF WORK:
As a result of the flooding during the incident period of September 11 through September 30,2013,severe storms
and heavy rain caused flooding throughout the City. Approximate 4300 FT of the Weld County Road 61 which is
crossed by South Platter River,were impacted by floodwaters throughout the county,Including loss of pavement,
shoulders,culverts and guard rails. Applicant propose the use of Erosion Logs,Silt Fence, Hydraulic Seeding,
Hydraulic Mulching,soil retention Blankets,Top Soil and TRM Landlock to protect the Road and Road Shoulders
from future damage and erosion.
Repair Cost= $1,245,082.00
Mitigation Cost= $161,721.04
Mitigation%= 12.99%
Star: Latitude: 40.38753 Longitude: -104.48887
Ends Latitude: 40.38151 Longitude: -104.48877
In accordance with FEMA Recovery Policy 9526.1,VII. A.5"certain mitigation measures(are)determined
to be cost effective,as long as the mitigation measure does not exceed 15% of the eligible cost of the eligible
ESTIMATE OF WORK
ITEM CODE DESCRIPTION I QUANTITY UNIT I UNIT PRICE COST
1 9999 Topsoil 340.00 CY $40.00 $13,600.00
2 9999 Erosion Logs 12" 200.00 LF $2.65 $530.00
3 9999 Silt Fence 1000.00 LF $1.02 $1,020.00
4 9999 Hydraulic Seeding 2.62 AC $1,426.00 $3,736.12
5 9999 Hydraulic Mulching 2.62 AC $1,324.50 $3,470.19 I
6 9999 TRM Landlock 300 8341.00 SY $14.00 $116,774.00
7 9999 Soil Retention Blanket 8341.00 SY $1.53 $12,761.73
8 9999 Traffic Control(Flaggers) 5.00 DAYS $1,380.00 $6,900.00
9 9999 Mobilization 2.00 DAYS $1,464.50 $2,929.00
Total In-Kind RepairlReplacomont Cost of Damaged Element(s) $1,245,082.00 Total HMP Cost
HMP Cost Effectiveness(%of Total Eligible Cost) 12.99% (Do Not Include in the PW)
Eligibility 15%Rule $161,721.04
TECHNICAL SPECIALIST FOR MITIGATION(SIGNATURE) Agency Date
James Robertson FEMA
RECOMMENDED BY(SIGNATURE) TITLE Agency Date
CONCURRENCE BY STATE INSPECTOR Agency Date
CONCURRENCE BY APPLI NT (( / Agency Date
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7 5YE:S7gnarure by the!'ed'era)Inspector is not an approval of this work,and signature by the state and Local Representative i not a commitment to
perform the work.
National PW T,mpl.b V2.A Yay 7011 E,.I 2007
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