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PA-08-CO-4145-PW-00643(0) P
Applicant Name: Application Title:
WELD(COUNTY) WELCO03-ROADS
Period of Performance Start: Period of Performance End:
09-14-2013
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
WELCO03 123-99123- 02-27-2014 C
FEMA 14145 I- IDR I-CO 00
APPLICANT:WELD(COUNTY) WORK COMPLETE AS OF-
01-04-2014:95%
Site 1 of 1
DAMAGED FACILITY:
COUNTY: Weld
ROADS
LOCATION: LATITUDE: LONGITUDE:
40.34905 -104.42233
Current Version: 40.35152 -104.42676
40.36257 -104.91708
COUNTY WIDE 40.3633 -104.9171
40.01478 -104.92361
40.01462 -104.90492
40.3596 -104.74974
40.36313 -104.75124
40.08739 -104.86764
40.08939 -104.86766
40.08752 -104.86794
40.0876 -104.87928
40.16747 -104.92354
40.17516 -104.92327
40.39939 -104.64005
40.40955 -104.64018
40.3633 -104.9171
40.36342 -104.91982
40.07862 -104.8676
40.41396 -104.62574
40.41401 -104.62137
40.1095 -105.04328
40.10963 -105.028
40.39928 -104.64178
40.39943 -104.63076
40.36393 -104.91421
40.36405 -104.91706
40.01482 -104.90492
40.02916 -104.90489
40.01482 -104.90492
40.02916 -104.90489
40.07565 -104.86742
40.07984 -104.8674
40.08739 -104.86764
40.08939 -104.86766
40.1895 -104.88708
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Federal Emergency Management Agency E-Grants Page 2 of 6
40.17525 -104.95578
40.17529 -104.95158
40.07708 -104.0516
40.0771 -104.05264
40.39943 -104.63076
40.41022 -104.63052
40.41053 -104.6287
40.41165 -104.62781
40.36393 -104.91421
40.36405 -104.91706
40.34116 -104.86822
40.34142 -104.88109
40.36405 -104.91705
40.36862 -104.91708
40.10955 -105.03193
40.07565 -104.86742
40.07984 -104.8674
40.0756 -104.05543
40.07916 -104.05263
40.36405 -104.91706
40.36862 -104.91708
40.35334 -104.7753
40.35437 -104.76805
40.08752 -104.86794
40.0876 -104.87928
40.18805 -104.8753
40.18869 -104.87872
DAMAGE DESCRIPTION AND DIMENSIONS:
Current Version:
County Roads,Category C,Permanent Road/Culvert Repair
Lat—40.40955,
Long.-104.64018
During the incident period of September 11,2013 to September 30,2013,Weld County,Colorado received heavy rainfall and debris in the
creeks,streams and rivers which caused surface gravel removal and scour damage to numerous roads and bridges in Weld County. This
project worksheet addresses damages to 26 County road locations,6 ditches(filled with sediment)that are part of the road locations and 2
culverts dislodged and damaged)locations for a total of 28 locations.
On December 2nd and 3rd,2013,Kathleen Ruvarac,FEMA TAC Bridge Specialist,David Ray,FEMA Hazard Mitigation Specialist and
Curtis Hall and Travis Smith,Weld County employees,performed a site investigation at this location to document damages. The repairs
were substantially complete at the time of inspection.
Applicant provided photos of damaged sites which are included in this PW.
DAMAGE DESCRIPTION:
LOC 1 .40.40955,-104.64018 to 40.39939,-104.64005.EM-Fem-18th-.0, on Fern Ave between E. 18th to E.24th St..length 3,677 LF X
width 23 LF=84571 SF X Depth 0.14 FT/27=438.52 CY ABC Gravel.
LOC 2.40.39928,-104.64178 to 40.39943.-104.63076.EM-E24=US34-.0. on E.24th St.between Btwn. US 34 8 Hemlock,length 3,083
LF X width 22 LF=67826 SF X Depth 0.1 FT/27=251.21 CY ABC Gravel.
LOC 3.40.39943,-104.63076 to 40.41022,-104.63052,EM-Hem-last-.0, on Hemlock between Btwn. E.24th&E. 18th st,length 3,940
LF X width 22 LF=66680 SF X Depth 0.16 FT/27=513.66 CY ABC Gravel.
LOC 4.40.41053,-104,62870 to 40.41165,-104.62781,EM-Hol-18st-.1, on Holly between Btwn. E. 18th st.to End,length 415 LF X width
22 LF=9130 SF X Depth 0.58 FT/27= 196.13 CY ABC Gravel.
LOC 5.40.41396,-104.62574 to 40.41401,-104.62137, EM-Hol-last-.1, on Holly between Btwn.E. 18th st.to End,length 570 LF X
width 22 LF=12540 SF X Depth 0.07 FT/27=32.51 CY ABC Gravel.
LOC 6: Not Used-Visited Site but damages captured on another project worksheet.
LOC 7 .40.35152,-104.42676 to 40.34905,-104.42233,EM-380-67-.3, on CR380 between From CR 67&CR 69,length 1,547 LF X width
26 LF=40222 SF X Depth 0.47 FT/27=700.16 CY ABC Gravel.
LOC 8.40.36862,-104.91708 to 40.36405,-104.91706,EM-15.5-52-.0, on CR15.5 between Btwn.CR 52&CR 54,length 1,680 LF X
width 24 LF=40320 SF X Depth 0.25 FT/27=373.33 CY ABC Gravel.
LOC 8A 40.36862,-104.91708 to 40.36405,-104.91706,Ditches filled in with silt and gravel on CR15.5 between Btwn.CR 52&CR 54,
length 3,360 LF
LOC 9.40.36405,-104.91706 to 40.36393,-104.91421, EM-52-15.5-.02, on CR52 between Btwn. CR 15.5 to CR17 North, length 794 IF X
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width 24 LF=19056 SF X Depth 0.33 FT/27=232.91 CY ABC Gravel.
LOC 9A 40.36405,-104.91706 to 40.36393,-104.91421,Ditches filled in with silt and gravel on CR52 between Btwn.CR 15.5 to CR17
North,length 1,588 LF
LOC 10.40.36342,-104.91982 to 40.36330,-104.91710,EM-52-15.5-.02, on CR52 between Btwn. 15 to 15.5,length 1,100 LF X width 24
LF=26400 SF X Depth 0.35 FT/27=342.22 CY ABC Gravel.
LOC 11 .40.36330,-104.91710 to 40.36257,-104.91708, EM-15.5-52-.01, on CR15.5 between Btwn.CR 50 to CR 52,length 273 LF X
width 24 LF=6552 SF X Depth 0.19 FT/27=46.11 CY ABC Gravel.
LOC 12.40.36313,-104.75124 to 40,35960-104.74974,EM-441h-54st-.2, on 44th Ave.between Btwn.49th St.&54th St.Rd.,length
1,435 LF X width 26 LF=37310 SF X Depth 0.2 FT/27=276.37 CY ABC Gravel.
LOC 13.40.35437,-104.76805 to 40.35334,-104.77530,EM-54st-com, on 54th St.Rd.between Btwn.CR396&49th aye,length 2,062 LF
X width 28 LF=57736 SF X Depth 0.17 FT/27=363.52 CY ABC Gravel.
LOC 14.40.34116,-104.86822 to 40.34142,-104.88109,EM-48.5-257-.80, on CR48.5 between Btwn.SH257&CR 17,length 3,600 LF X
width 22 IF=79200 SF X Depth 0.06 FT/27=176.00 CY ABC Gravel.
LOC 15.40.07710,-104.05264 to 40.07708,-104.05160,EM-Brome-WesNiew, on Brome St.between From Buffalo Rd.to deadend
length 345 LF X width 22 LF=7590 SF X Depth 0.17 FT/27=47.79 CY ABC Gravel.
LOC 16.40.10950,-105.04328 to 40.10963,-105.02800,EM-16.5-1-.0, on CR16.5 between Btwn.CR 1 &CR 3.25,length 4,358 LF X
width 25 LF=108950 SF X Depth 0.27 FT/27=1,089.50 CY ABC Gravel.
LOC 17.40.10955,-105.03193,EM-16.5-1-.0, on CR16.5 between AT INTERSECTION WITH CR 3.25,length 325 IF X width 5 LF=
1625 SF X Depth 0.4 FT/27=24.07 CY ABC Gravel.
LOC 18.40.01478,-104.92361 to 40.01482,-104.90492,EM-4-15-.0, on CR4 between Btwn.CR 15&CR 17 length 5,247 LF X width 22
LF=115434 SF X Depth 0.17 FT/27=726.81 CV ABC Gravel.
LOC 19.40.01482,-104.90492 to 40.02916,-104.90489,EM-CUL21-14-.1, on CR21 between Btwn.CR 8&CR14.5,length 3,027 LF X
width 24 LF=72648 SF X Depth 0.03 FT/27=80.72 CY ABC Gravel.
LOC 19A 40.01482,-104.90492 to 40.02916,-104.90489,Ditches filled in with silt and gravel on CR21 between Btwn.CR 8&CR14.5,
length 6,054 LF
LOC 20.40.07565,-104.86742,40.07984,-104.86740,EM-CUL21-14-.1, on CR21 between Btwn.CR 8 8 CR14.5,length 727 LF X width
24 LF=17448 SF X Depth 0.17 FT/27=109.86 CY ABC Gravel.
LOC 20A 40.07565,-104.86742,40.07984,-104.86740, Ditches filled in with silt and gravel on CR21 between Sawn.CR 8&CR14.5,
length 1,454 LF
LOC 21 .40.07862,-104.86760,EM-CUL21-14-.1, (181N DIA CMP CULVERT,40FT LENGTH) on CR21 between Btwn.CR 8&CR14.5,
length 40 LF -No damages identified
LOC 22.40.08739,-104.86764 to 40.08939,-104.86766,EM-CUL21-14-.1, on CR21 between Blwn.CR 8&CR14.5,length 1,530 LF X
width 10 LF=15300 SF X Depth 0.08 FT/27=45.33 CY ABC Gravel.
LOC 22A 40.08739,-104.86764 to 40.08939,-104.86766,Ditches filled in with silt and gravel on CR21 between Btwn.CR 8&CR14.5.
length 3,060
LOC 23.40.08752,-104.86794 to 40.08760,-104.87928,EM-14-19-.5, on CR14 between Btwn.CR 19&CR 21 ,length 3,175 LF X width
10 IF=31750 SF X Depth 0.65 FT/27=764.35 CY ABC Gravel.
LOC 23A 40.08752,-104.86794 to 40.08760-104.87928,Ditches filled in with silt and gravel on CR14 between Btwn.CR 19 8 CR 21 ,
length 6,350
LOC 24.40.18950,-104.88708,EM-CUL28-17-.6, (151N DIA CMP CULVERT.40FT LENGTH)on CR28 between Btwn.CR 15.75&CR
19,length 40 LF
LOC 25.40.17529,-104.95158 to 40.17525,-104.95578,EM-26-11.5-.2, on CR26 between Btwn.CR 11.5&CR 13,length 1.500 LF X
width 29 LF=43,500SF X Depth 0.25 FT/27=402.78 CY ABC Gravel.
LOC 26.40.16747,-104.92354 to 40.17516,-104.92327,EM-15-24-0, on CR15 between Btwn.CR 24&CR 26,length 2,807 LF X width
23 LF=64561 SF X Depth 0.17 FT/27=406.50 CY ABC Gravel.
LOC 27.40.18869,-104.87872 to 40.18805,-104.87530,EM-28-21-.4, on CR28 between Btwn.CR 19&CR 21 ,length 2,717 IF X width
24 LF=65208 SF X Depth 0.06 FT/27= 144.91 CY ABC Gravel.
LOC 28.40.07560,-104.05543 to 40.07916,-104.05263,EM-Buffalo-Westview. on Buffalo St.between Btwn.E.County Line Rd.&
Westview Rd.,length 2,070 IF X width 22 LF=45540 SF X Depth 0.17 FT/27=286.73 CY ABC Gravel.
LOC 29.40.07918,-104.05542 to 40.07916,-104.05263,EM-WesNiew-WesNiew, on WesNiew St.between Btwn.E.County Line Rd.&
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Buffalo Rd.,length 800 LF X width 22 LF=17600 SF X Depth 0.17 FT l27=110.81 CY ABC Gravel.
Total gravel 8,048.91CY,total length of ditches 21.8661F and total culverts CMP 80FT.
SCOPE OF WORK:
Current Version:
WORK COMPLETED:
Applicant will use Force Account and Contract Services to restore damaged roads to pre-disaster condition,function,capacity and use.
Note:Rounding errors may exist. The quantities show are rounded to the whole number,however,the cost is correctly calculated. (See
attached calculation spreadsheet.)
LOC 1: Repair EM-Fem-18th-.0 on Fern Ave between E. 18th to E.24th St.,438.52 CY x 1.82 (Conversion Factor CY ABC Class 6
Material to Tons=798.10 tons x$33.70/ton(CDOT Item Number 304.06000 Aggregate Base Course Class 6 x 2 due to economies of '
scale as compared with number of COOT annual projects)=526,895.96.
(Above note where applicable applies to following locations).
LOC 2:Repair EM-E24=US34-.0 on E.24th St.between Btwn.US 34&Hemlock,251.21 CY X 1.82=457.20 TONS X$33.70/TON=
$15,407.56 ABC Gravel CDOT 304.06000
LOC 3:Repair EM-Hem-last-.0 on Hemlock between Btwn. E 24th&E. 18th st,513.66 CY X 1.82=934.86 TONS X$33.70/TON=
S31,504.78 ABC Gravel CDOT 304-06000
LOC 4:Repair EM-Hol-last-.1 on Holly between Btwn.E. 18th st.to End. 196.13 CY X 1.82= 356.95 TONS X$33.70/TON=$12,029.19
ABC Gravel COOT 304-06000
LOC 5:Repair EM-Hol-last-.1 on Holly between Btwn.E. 18th st.to End.32.51 CY X 1.82=59.17 TONS X$33.70/TON=$1,994.04 ABC
Gravel COOT 304-06000
LOC 6:NOT USED.Costs captured on another PW. Deleted as to avoid any duplication of benefits.
LOC 7:Repair EM-380.67-3 on CR380 between From CR 67&CR 69,700.16 CY X 1.82=1,274.29 TONS X S33.70/TON=$42,943.66
ABC Gravel COOT 304-06000
LOC 8:Repair EM-15.5-52-.0 on CR15.5 between Btwn.CR 52&CR 54,373.33 CY X 1.82=679.47 TONS X 533.70/TON=$22,898.03
ABC Gravel COOT 304-06000
LOC 8A: Repair Regrade ditches on CR15.5 between Btwn.CR 52 8 CR 54 ,3,360.00 FT X$3.40/FT=$11,424.00 Clean ditch FEMA
3070
LOC 9:Repair EM-52-15.5-.02 on CR52 between Btwn. CR 15.510 CR17 North.232.91 CY X 1.82=423 89 TONS X$33.70/TON=
S14,285,10 ABC Gravel CDOT 304-06000
LOC 9A: Repair Regrade ditches on CR52 between Btwn.CR 15.5 to CR17 North , 1,588.00 FT X$3.40/FT=$5,399.20 Clean ditch
FEMA 3070
LOC 10:Repair EM-52-15.5-.02 on CR52 between Btwn. 15 to 15.5.342.22 CY X 1.82=622.84 TONS X$33.70/TON=S20,989.86 ABC
Gravel COOT 304-06000
LOC 11:Repair EM-15.5-52-.01 on CR15.5 between Btwn.CR 50 to CR 52,46 11 CY X 1.82=83.91 TONS X$33.70/TON=52,827.91
ABC Gravel COOT 304-06000
LOC 12:Repair EM-44ib-54st-.2 on 44th Ave.between Btwn.49th St.&54th St. Rd. ,276.37 CY X 1.82=502 99 TONS X$33.70/TON=
516,950.90 ABC Gravel COOT 304-06000
LOC 13:Repair EM-54s1-com on 54th St.Rd between Btwn CR396&49th ave, 363.52 CY X 1.82=661 61 TONS X$33.70/TON=
522,296.32 ABC Gravel CDOT 304-06000
LOC 14:Repair EM-48.5.257-.80 on CR48.5 between Btwn SH257&CR 17, 176.00 CY X 1.82= 320.32 TONS X$33.70/TON=
$10,794.78 ABC Gravel CDOT 304-06000
LOC 16:Repair EM-16.5.1.0 on CR16.5 between Btwn CR 1 &CR 3.25, 1,089.50 CY X 1.82= 1.982.89 TONS X$33.70/TON=
$66,823 39 ABC Gravel COOT 304-06000
LOC 17:Repair EM-16.5.1•.0 on CR16.5 between AT INTERSECTION WITH CR 3.25,24 07 CY X 1.82=43 81 TONS X 533.70/TON=
51,476.56 ABC Gravel CDOT 304.06000
LOC 18:Repair EM-4-15-,0 on CR4 between Btwn.CR 15&CR 17,726.81 CY X 1.82= 1,322.79 TONS X 333.70/TON=$44,577 96
ABC Gravel COOT 304-06000
LOC 19:Repair EM-CUL21-14-.1 on CR21 between Btwn.CR 8&CR14.5,80.72 CY X 1.82= 146.91 TONS X $33.70/TON=54,950.88
ABC Gravel CDOT 304.06000
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LOC 19A: Repair Regrade ditches on CR21 between Btwn.CR 8&CR14.5,6,054.00 FT X$3.40/FT=$20,583.60 Clean ditch FEMA
Cost Code 3070
LOC 20:Repair EM-CUL21-14-.1 on CR21 between Btwn.CR 8&CR14.5.109.86 CY X 1.82=199.94 TONS X$33.70/TON=$6,738.02
ABC Gravel CDOT 304-06000
LOC 20A:Repair Regrade ditches on CR21 between Btwn.CR8&CR14.5.1,454.00 FT X$3.40/FT=$4,943.60 Clean ditch FEMA
Cost Code 3070
LOC 21:EM-CUL21-14-.1,(18IN DIA CMP CULVERT,40FT LENGTH)on CR21 between Btwn.CR8&CR14.5,40.00 FT X$48.49/FT
=$1.939.600 181N CMP CDOT 603-10180(Applicant states no damages to this site)See Project Note#10.
LOC 22:Repair EM-CUL21.14-.1 on CR21 between Btwn.CR 8&CR14.5,45.33 CY X 1.82=82.51 TONS X$33.70/TON=$2,780.47
ABC Gravel CDOT 304-06000
LOC 22k Repair Regrade ditches on CR21 between Blwn.CR 8&CR14.5,3,060.00 FT X$3.40/FT=$10,404.00 Clean ditch FEMA
Cost Code 3070
LOC 23:Repair EM-14-19-.5 on CR14 between Btwn.CR 19&CR 21 .764.35 CY X 1.82= 1.391.12 TONS X$33.70/TON=$46,880.76
ABC Gravel CDOT 304-06000
LOC 23A:Repair Regrade ditches on CR14 between Btwn.CR 19&CR 21 ,8,350.00 FT X$3.40/FT=$21,590.00 Clean ditch FEMA
Cost Code 3070
LOC 24:Repair EM-CUL28-17-.6,(15IN DIA CMP CULVERT.40FT LENGTH)on CR28 between Btwn.CR 15.75&CR 19,40.00 FT X
$48.49/FT=$1,939.60 181N CMP CDOT 603-10180
LOC 25:Repair EM-26-11.5-.2 on CR26 between Btwn.CR 11.5&CR 13,402.78 CY X 1.82=733.06 TONS X$33.70/TON=$24,704.11.
ABC Gravel CDOT 304.06000
LOC 26:Repair EM-15-24-0 on CR15 between Btwn.CR 24&CR 26,406.50 CV X 1.82=739.82 TONS X$33.70/TON=$24,931.98
ABC Gravel CDOT 304-06000
LOC 27:Repair EM-28-21-.4 on CR28 between Btwn.CR 19&CR 21 .144.91 CY X 1.82=263.73 TONS X$33.70/TON=$8,887.71 ABC
Gravel COOT 304-06000
Total tons of aggregate=14,892.71TONS,total length of ditches= 21,866FT, total length of culverts=SOFT,total costs=$580,107.80.
WORK TO BE COMPLETED:
LOC 15:Repair EM-Brome-Westview on Brome St.between From Buffalo Rd.to deadend,47.79 CY X 1.82=86.98 TONS X$33.70/TON
$2,931.08 ABC Gravel COOT 304-06000
LOC 28:Repair EM-Buffalo-Westview on Buffalo St.between Btwn.E.County Line Rd.&Westview Rd.,286.73 CV X 1.82=521.85 TONS
X$33.70 NON=$17,586.50 ABC Gravel CDOT 304-06000
LOC 29:Repair EM-Westview-Westvlew on Westview St.between Btwn.E.County Line Rd.&Buffalo Rd., 110.81 CY X 1.82=201.68
TONS X$33.70/TON=$6,796.72 ABC Gravel CDOT 304-06000
Project Notes:
1. During repair or reconstruction,applicant may Incur additional costs related to clearing and grubbing,placement of topsoil,erosion and
sedimentation control,sanitary facilities,dewatering,mobilization and flagging/traffic control.Such costs are generally addressed in the'in-
place'unit costs of repair or reconstruction items,and not specifically addressed in the Scope of Work.However,if a project requires an
extraordinary use of any such items,to where a specific reference in the PW should be considered,applicant is advised to contract
Colorado Department of Emergency Management requesting a revision to the PWs Scope of Work.
2. Applicant has completed a substantial percentage of the work but will not have cost data available within the fourteen day Pocket Guide
rule.Per Field Operations Pocket Guide,Section 7,Cost Estimates,Page 26,1f the applicant has not produced cost data within two weeks
of the site inspection,the Project Specialist will prepare the PW on the basis of an estimate for the work accomplished-.Applicant,CO State
representative and FEMA personnel jointly conducted all inspections and agreed to use CDOT costs for in-place costs to derive estimates
on this project worksheet.Applicant understands that all actual support documentation,invoices,FA records,contract and proof of payment
will be required for final reconciliation and or closeout process.Attached is the CDOT average in-place cost for materials.
3. The Applicant will notify FEMA and the State of their intent to perform permanent work related to this site before any work commences
in the field.Failure to do so may jeopardize the sub-grant for permanent work related to the work in this sub-grant.
4. Pursuant to 44 CFR 13.42,Grantees and Subgrantees are required to retain records,including source documentation,to support
expenditures/oosts incurred against the grant award,for 3 years from the date of submission to FEMA of the final Financial Status Report.
5. The applicant must obtain all required federal,state,and local permits prior to the commencement of work.
6. The subgrantee is requesting direct administrative costs that are directly chargeable to this specific project. Associated eligible work is
related to administration of the PA project only and in accordance with 44 CFR 13.22. These costs are treated consistently and uniformly as
direct costs In all federal awards and other subgrantee activities and are not included in any approved indirect costs.
7. Project was reviewed for 406 Hazard Mitigation and determination is made that mitigation is not feasible.
8. The applicant is aware that all projects are subject to an insurance review as stated in 44 C.F.R. Sections 206.252 and 206.253.If
applicable,an insurance determination will be made either as anticipated proceeds or actual proceeds in accordance with the applicants
insurance policy that may affect the total amount of the project.
9. The applicant is required to adhere to State and Federal Government Procurement rules and regulations and maintain adequate
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records to support the basis for all purchasing of goods and materials and contracting services for projects approved under the Public
Assistance program,as staled in 44 CFR 13.36.The applicant has advised they have followed their normal procurement procedures.
10. After this PW was entered into EMMIE,the applicant requested that changes be made to the Damage Description and Scope of Work
for Sites 21 and 24. Site 21 did not have any damages and the estimated cost for$1,939.60 will remain part of the original estimated cost
of$580,107.80 as actual costs of repairs will be captured at close out for this large project. Sites 15,28 and 29 were identified as not
having any work performed to date. Estimated costs for the sites will remain the same as stated.
Does the Scope of Work change the pre-disaster
conditions at the site? J Yes No Special Considerations included? . Yes I No
Hazard Mitigation proposal included? H I Yes
Is there insurance coverage on this facility? I Yes No
.._i No
PROJECT COST
ITEM CODE NARRATIVE QUANTITY/UNIT UNIT PRICE COST
"—Version 0 "'
Work Completed
1 9999 ESTIMATE 1/LS $552,793.50 $ 552,793.50
Work To Be Completed
2 9999 Estimate 1/LS $27,314.30L $27,314.30
Direct Subgrantee Admin Cost
3 9999 Direct Admin cost 1/LS $ 1,000.00 $ 1,000.00
4 0909 Hazard Mitigation Proposal 1/LS $ 2,131.16 $ 2,131.16
TOTAL COST $ 583,238.96
PREPARED BY STEPHEN SUHY TITLE PROJECT SPECIALIST SIGNATURE
APPLICANT REP.Roy Rudisill TITLE Director-OEM SIGNATURE t!//C z .�`�
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4/15/14
VERSION 1, PW643 (WELC003)
This Addendum is being written to capture damages to CR15.5 consisting of eroded roadway shoulder
that was not captured during the initial field survey. It was identified by the Applicant during their
review of PW WELC003. As a measure to prevent future erosion,the Applicant is requesting HMP to
stabilize the side slopes consisting of turf reinforcing mat and willow cuttings.
In order to rebuild eroded roadway shoulder that was washed out during the disaster,the Applicant is
requesting at Location 8, CR 15.5, (40.36548,-104.91711) the restoration of 145FT X 24FT X 4FT/27=
515.56CY of embankment material (common borrow)at$10.00/CY(CDOT 203-00062) _$5,155.56 and
provide traffic control for 2 days at$1,000.00/day(COOT estimate)=$2,000.00.TOTAL$7,155.56.
HMP:
In order to stabilize re-vegetated side slopes during overtopping of the roadway,the Applicant is
requesting HMP at Location 8, CR 15.5,for turf reinforcement mat(TRM) 145FT X6.9FT/9= 111.17SY X
$14.00/SY=$1,556.33 (CDOT 216-00301). Planting willow cuttings to stabilize the slope(cost of 1
square yard of planted willow cuttings consisting of top soil 3FT X 3Ft X 0.5Ft= 4.5CF/27=0.17CY at
$9.00/CY(CDOT 207-00210) _ $1.50, willow cuttings 6EA at$3.00EA(COOT 214-01015)=$18.00 and
labor at$30.00/SY(estimate)for total of$1.50+$18.00+$30.00=$49.50/SY.) Willow cuttings 145FTX
6.9FT= 1,000.585F/9=111.17SY at$49.50/SY=$5,502.75.
TOTAL HMP$1,556,33+$5,502.75 =$7,059.08.
xt
FEDERAL EMERGENCY MANAGEMENT AGENCY
HAZARD MITIGATION PROPOSAL (HMP)
DISASTER ' APPLICANT PW REF NO. FIPS NO. CATEGORY
4146 I Co WELDCo03 CR15.5- C
SCOPE OF WORK:
in order to stabilize re-vegetated side slopes during overtopping of the roadway (Lat 40.36548 Long-104.91711),at
Location 8,CR 15.5, the applicant proposes to install turf reinforcement mat(TRM) 145FT X6.9FT/9=111.17SY X
$14.00/SY=$1,556.38(COOT 216-00301). Planting willow cuttings to stabilize the slope(cost of 1 square yard of
planted willow cuttings consisting of top soil 3FT X 3Ft X 0.5Ft= 4.SCF/2741.17CY at$9.00/CY(COOT 207-00210)=
$1.50,willow cuttings 6EA at$3.00EA(COOT 214-01015)=$18.00 and labor at$30.00/SY(estimate)for total of$1.50
+$18.00+$30.00=$49.50/5Y.) Willow cuttings 145FT X 6.9FT=1,000.585F/9=111.17SY at$49.50/SY=$5,502.97.
TOTAL HMP$1,556.33+$5,502.75 =$7,059.30.
MITIGATION COST=$7,059.30
REPAIR COST=$7,155.56
MiT1GATION%=98.65%
Mitigation is cost-effective per RP9526.1,VII,B,2,Appendix A,I,A,5-100%-Rule
THIS HMP IS IN ADDITION TO THE ORIGINAL HMP.
ESTIMATE OF WORK
ITEM , CODE DESCRIPTION QUANTITY UNIT UNIT PRICE COST
1 9999 TURFF REINFORCEMENT MAT 111.17 SY $14.00 $1,556.38
2 9999 WILLOW CUTTINGS 111.17 SY $49.50`---. $5,502.92
Total In-Kind RepslsReplacement Cost of Damaged Element(*) ST 166.66 Total HMP Coat
MP Cost Effectiveness(%of Total Eligible Coat) ei•g (Do Not Include In the PW)
EllglbMlty 100%Rule 1)7,059.30
TECHNICAL SPECIALIST FOR MITIGATION(SIGNATURE) Agency Date
DAVID RAY FEMA 04116/14
RECOMMENDED BY(SIGNATURE) TITLE Agency Date
CONCURRENCE BY STATE INSPECTOR 'Agency Data
CONCURRENCE BY APPLICANT ,7 j,J ,(f Agency/�' /// �.�lt ,t,t // Date
/ �tJ
N TE:O Signature by the Federal lnspectQF/s not an approval of this work,and signature by the state and Local Representative iafsot a commitment to
the work.
'Udall VW TMyr�WA Mg,lot 6.4 7007
1 . .._. ... � .-
Esther Gesick
From: Roy Rudisill
Sent: Tuesday, April 01, 2014 7:36 AM
To: Esther Gesick
Cc: Katie Wolff; Tommy Horton
Subject: FW: PW Worksheet for BOCC approval
Attachments: FEMA PW Summary 31March2014.xlsx
Esther, when you view the worksheet you will see the top four PWs in red, we have not received these from
FEMA. The bottom of the sheet has PW listed in bold,these have been signed and returned to FEMA.The
PW's we are approving are the remaining PWs. Hope this helps and please let me know if you have any
questions.
Roy
Director Roy Rudisill
Weld County Office of Emergency Management
1150 O St. Greeley Co. 80632
970-304-6540 Office
970-381-0417 Cell
[,11.„rs . , ge. -' .i.,'
-44,:,,9-
h w 1/�h3 Y�:
Confidentiality Notice:This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication.Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Katie Wolff[mailto:kwolffa@ basetactical.com]
Sent: Monday, March 31, 2014 8:45 PM
To: Roy Rudisill
Cc: 'Tommy Horton'; Esther Gesick
Subject: RE: PW Worksheet for 6OCC approval
Here you go.
Katie Wolff
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