HomeMy WebLinkAbout2020-03-10 - Agendas - FinalCITY OF
9im FAYETTEVILLE
4VARKANSAS
MEETING AGENDA
Water, Sewer, and Solid Waste Committee
March 10, 2020
5:30 P.M.
(Or immediately following Equipment Committee Session)
City Hall - Room 326
Committee: Chairman Mark Kinion; Council Member Sonia Gutierrez, Council Member Sloan
Scroggin, Council Member Teresa Turk
Copy to: Mayor Lioneld Jordan, Paul Becker, Kara Paxton, Susan Norton, Chris Brown,
Alan Pugh, Terry Gulley, Peter Nierengarten, Jeff Coles, Brian Pugh, Mark Rogers,
Corey Granderson, Aaron Watkins, Greg Weeks, Matthew Benton, Tim Luther
From: Tim Nyander, Utilities Director
CALL TO ORDER
ROLL CALL
OLD BUSINESS:
NEW BUSINESS:
1. Bid Award for Highway 16 (15th Street) Utility Relocations
The Arkansas Department of Transportation has requested utility relocations to prepare for
the widening of Highway 16 (15th Street) from S. College Ave. to Huntsville Rd. The cost of
the relocations is 62.88% reimbursable to the City by ARDOT.
On February 19, 2020 the City of Fayetteville accepted sealed competitive bids for the
Highway 16 Utility Relocations project. Cornerstone Construction of Russellville, Inc.
submitted the lowest and best bid. All bids are shown here:
Cornerstone Construction
$1,689,781.02
KAJACS Contractors
$1,799,000.00
TriStar Contractors
$1,990,007.00
Goodwin & Goodwin
$2,160,505.00
Goins Enterprises
$2,290,296.00
Privcon Development Inc.
$2,396,105.50
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Staff recommends awarding Bid #20-29 and approving a contract with Cornerstone
Construction of Russellville, Inc. in the amount of $1,689,781.20 for construction services
associated with the Highway 16 Utility Relocations Project, approving a contingency in the
amount of $168,978.12, and approving a budget adjustment to recognize the 62.88% of the
project cost that is reimbursable by the Arkansas Department of Transportation.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR
CONSIDERATION FOR APPROVAL
2. Construction Engineering Amendment with McClelland Engineers
Staff recommends the approval of Amendment No. 4 to the Professional Engineering
Services Agreement with McClelland Consulting Engineers, Inc. (MCE) in an amount not to
exceed $125,258.00 for construction management and observation services associated with
the Highway 16 Utility Relocations Project (ArDOT Project 040579).
Resolution 205-17 permitted the original design work with MCE for utility relocations along
Highway 16 between S. College Ave. and Huntsville Rd. associated with ARDOT roadway
improvements. Resolutions 45-18 (amendment 1) and 83-19 (amendment 2) expanded the
project scope to include the Morningside Drive 24 -inch waterline and allowed for separate
project bidding, respectively. Resolution 41-20 (amendment 3) provided additional funds for
construction phase engineering services for the Morningside Drive work.
Amendment No. 4 will allow MCE to provide construction observation and management
services associated with this project, in accordance with engineering observation best
practices and state law. This amendment will increase the existing agreement amount by
$125,258.00 for a total not -to -exceed amount of $442,467.82.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR
CONSIDERATION FOR APPROVAL
3. Bid Award for Noland Bleach Tank
The Noland Plant utilizes two fiberglass bulk tanks to store chemicals on-site. A crack has
developed on the tank used to store bleach. This has resulted in a leak which has damaged
the coating on the concrete containment barrier surrounding the tank. The crack is
inaccessible from the outside and feedback from industry professionals tell us the cost and
life -expectancy of a tank repair outweighs the cost of a tank replacement.
This project was sent out for sealed bids and the bid opening occurred on
02/18/2020. Thorpe Plant Services provided a low bid of $41,974 plus taxes and shipping.
Sodium Hypochlorite Storage Vessel
7,600 gallon Capacity
Thorpe Plant Services
$41,974
Plastic - Mart
$44,000
D. J. Shubeck Company
$61,559
Mercaterra Atlantic LLC
$62,990
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR
CONSIDERATION FOR APPROVAL
4. Food Loops, LLC Recycling Agreement
Food Loops, LLC has submitted a request to haul compostable and recyclable materials in
the City of Fayetteville. The contract will permit Food Loops to haul all organic waste
collected in the City of Fayetteville to the Fayetteville Recycling and Trash Collection Facility
for composting, which shall be counted toward the City's waste diversion goals. The term of
the agreement will be 1 year with automatic renewals for 2 additional 1 -year terms.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR
CONSIDERATION FOR APPROVAL
5. Capital Projects Update
Discussion of current capital projects in the design state or underway.
6. Overview of WWTP Monthly Report
Discussion of January's Monthly WWTP Report
PRESENTATIONS
ATTACHMENTS
Vicinity Map — Hwy 16 Utility Relocates
Bid Tab — Highway 16 Utility Relocates
Recommendation of Award — Hwy 16 Utility Relocates
Supplemental Agreement — McClelland Engineers
Bid Tab — Noland Bleach Tank
Memo — Food Loops Agreement
Capital Projects Status — March 2020
WWT — January Report
ADJOURN
Next Water, Sewer, Solid Waste Committee meets on
Tuesday, April 14th, 2020, 5:30 p.m., Room 326.
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CITY OF
IFAYETTEVILLE
ARKANSAS
Bid 20-29, Construction - HWY 16 UTILITY RELOCATIONS - Schedule 1
Offcal Bid Tabulation
Lioneld Jordan, Mayor
Oates of Advertisement 01.20202011
Issue Date: 02.19 2020
Numlmrof Addendums'. 0
Certification of funds: $ 2.000,000270
Max Award Amount S 2,500.000.00
Bid No. 2029
Cate: 02 19.W20
Trail 2:WPM
Cornerstone Construction of
Gains Enterprises, Inc.
Goodwin & Cact in, Inc
XAJACS Contractors, Inc.
Pill Developments, Inc.
pmen
Tri-Star Contractors, LLC
Russellville,
Inc.
ITEM
ESTIMATED
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
NO
ULSCxIPIION
UNIT
QUANTITY
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
1.01
Mobilization
IS
1
$ 60,000.00 $
60,000.00
$ 60,000.00 $
60,000.00 $
60,000.00 $
60,000.00
$ 82,500.00 $
82,500.00
$ 1000(W00 $
100000.00
$ 84,26349 $
84,26349
102
Bonds and Insurance
t$
1
$ 12,400.00 $
12,400.00
$ 35,000.00 $
35,000.00 $
80,000.00 $
80,000.00
$ 25,23!1.00 $
251
$ &7,(100.00 $
80,00000
$ 38,084.51 $
38,084.51
1.03
Act 291, 1993 Trenchand
Excavation Safety System
LS
1
$ 4,500.00 $
4,500.00
5 48,00000 $
48,000.00 $
2000000 $
20,00000
$ 20,000.00 $
20,000.00
$ 20,00000 $
20,00000
$ 2,00000 $
2,000.00
1.04
Erosion and 5edi merit Control
LS
1
$ 40,000.00 S
40,000.00
5 12,000.00 $
12,00000 $
30,000.00 $
30W000
$ 40,000.00 $
401000.00
$ 20,50000 $
20,500.00
Sr 10,000.00 $
10,000.00
1.05
Pre Construction Video
LS
1
$ 1,500.W $
1,500.00
$ 1,500.00 $
1,50000 $
3,00000 $
3,00000
$ 2,500.00 $
2,50000
$ 13,501100 $
13,500.00
$ 1,100.00 $
1,IDOW
1.06
Tmffc Control
LS
1
$ 6,500.00 $
6,500.00
$ 23,00000 $
23,000.00 $
30,00D.00 $
30,000.00
$ 8,500.00 $
8,500.00
$ 66,808.00 $
66,808.00
$ 15,000.00 $
15,00000
1.02
Clearing, Grubbing, Tree
LS
1
$ 3,50000 $
3,500.00
$ 6,00000 $
6,000.00 $
20,000.00 $
-20,000.00
$ 171500.0) $
12,500.00
$ 251000.00 $
25,000.00
$ 20,000.00 $
20,00000
Removal & Misc. Demo
108
Abandon and Salvage Existing
fire Hydrant
EA
11
$ 42000 $
4,620.00
$ 1,000.00 $
11,00000 $
Boom $
8,80000
$ 350.00 $
31
$ 2,000.00 $
22,000.00
$ 250.00 $
8,25000
LOB
Abandon Existing Valve
EA
22
$ 300.00 $
6,500.00
$ 500.00 $
11,00000 $
350.0) $
2,20000
$ 250.00 $
5,50000
$ 1,50000 $
33,000.00
$ 200.00 $
15,4W.W
1.10
Abantlon Existing Water Meter
Settin
EA
16
Sr 240.00 $
3,840.00
$ 400.00 $
6,40000 $
350.00 $
5,600.00
5 200.00 $
3,20000
$ 1,50000 $
24,000.00
$ 600,00 $
9,60000
1.11
Abandon Existing Water Service
Line @ Main
EA
5
$ 540.W $
2,200.00
$ 2,000.00 $
10,000.00 $
1,000.00 $
5,00000
$ 200.00 $
1,000.00
$ 2,50000 $
12,50000
$ 600.00 $
3,000.00
1.12
Abandon Existing Water main
under Hi hwa
LF
282
$ 620 $
1,88940
$ 55.00 $
15,510.00 $
25.00 $
2,050.00
$ 35.00 $
9,820.00
$ 63.99 $
18,045.18
$ 40.00 $
11,280.00
1.13
Connect New Service to Existing
EA
5
$ 622.80 $
3,114.00
$ 300.00 $
1,500.00 $
800.00 $
4,000.00
$ 400.00 $
2,000.00
$ 2,028.13 $
10,390.65
$ 200.00 $
3,500.00
Meter Setting
1.14
Connect New Service to Existing
sonic¢ Jr,
E4
15
$ 44628 $
6,69020
$ 300.00 $
4,500.00 $
80000 $
12,000.00
$ 400.00 $
6,000.00
$ 2,01962 $
30294.30
$ 200.00 $
10,50.00
1.15
Connect New Water Main to
EA
1
$ 1,68925 $
1,68975
$ 5,000.00 $
5,000.00 $
1,00000 $
1,000.00
$ 1,850.00 $
1,850.00
$ 5,452,76 $
5,452.76
$ 2,500.00 $
2,500 ED
Existing Water Main
1.16
Dual 1" Meter Settin w/PRV
EA
5
$ 1,200.16 $
8,500.80
$ 2,100.00 $
10,500.00 1 $
2,00000 $
10,000.00
$ 1,80000 $
9,000.00
$ 2,23342 j $
11,162.10
$ 1,228.00 $
8,890.00
1.17
Single Y Meter Setting w/PRV
EA
12
$ 1,16415 $
13,969.80
$ 1,300.00 $
15,600.00 $
1,600.00 $
19,200.00
$ 1,20000 $
16,400.00
$ 2,034.13 $
24,409.56
$ 1,250.00 $
15,000.00
1.18
Single l" I rrigation Meter Set, ng
of PIN
EA
1
$ 1,382.32 $
1,382.32
$ 1,800.00 $
1,8W.W $
1,800.00 $
1,800.00
$ 1,50000 $
1,500.00
$ 4,952.83 $
4,952.83
$ 1,220.00 $
1,270ED
1'19
1" Coated Copper Service Tub'ag
lF
832
$ 19.82 $
16,531.84
$ 20.00 $
16,640.00 $
25.00 $
20,800.00
$ 40.00 $
33,280.00
$ 2050. $
12,056.00
$ 30.00 $
24,960.00
120
2" Coated Copper Service Tubing
LE
138
$ 3225 $
4,450.50
$ 3500 $
4,83000 $
3300 $
4,554.00
$ 6500 $
8,920.00
$ 42.68 $
5,889.84
$ 40.00 $
5,52000
121
8"X1"Service Ta
EA
4
$ 489.22 $
1,956.88
$ 1,200.00 $
4,800.00 $
800.00 $
3,200.00
$ 50000 Sr
2,000.00
$ 1,056.89 $
4,227.56
$ 500.00 $
2,00000
1.22
12"X1"ServicaTa
EA
18
$ 263.38 $
13,240.84
$ 1,400,00 $
25,20000 $
85000 $
15,300.00
$ 25000 $
13,500.00
$ 1,085.66 $
19,541.88
$ 650.00 $
11,20000
1.23
12"X2"Service Tap
EA
2
$ 1,332.34 $
2,664.68
$ 1,800.00 $
3,600.00 $
1,500.00 $
3,000.00
$ 1,000.00 $
2,090.00
$ 2,952.22 $
5,91
$ 200.00 $
LACEED
1.24
6' PVC 900 DR14 Restrained
U'
51
$ 3309 $
1,687,59
$ 62.00 $
3,162.00 $
65.00 $
3,315.00
$ 50.W $
2,550.00
$ 22.58 $
3,956.58
$ 85.00 $
4,33500
Joint Water Main
1.25
8" PVC C900 DR14 Water Main
LEt459
Sr.59 $
1,024.88
$ 6]00 $
2,144.00 $
60.00 $
1,920.00
$ 50.00 $
1,600.00
$ 82.30 $
2,633.60
$ 65.00 $
2,080,00
1.26
8" PVC C900 DR14 Restrained
IF80
$
54,542.80
$ 22.00 $
85,252.00 $
68.00 $
80,988.00
$ 60.00 $
21,460.00
$ 8909 $
106,106.19
$ 22.00 $
85)5200
Joint Water Main
122
12" PVC C900 DR14 Water Main
LF.31
$
200,520.29
$ 82,00 $
320,538.00 $
2200 $
300,993.00
$ 50.00 $
195,450.00
$ 59.38 $
232,116.42
$ 25.00 $
293,12500
1.28
II" PVC 0900 DR14 Restrained
LF46
$
120,052.80
$ 82.00 $
146,160.00 $
9400 $
152,92000
$ 2500 $
126,00000
$ 10604 $
178,142.20
$ 8500 $
142,80000
Joint Water Main1.29
14/2"HDPESDfl 9Bored Casing
LF39
$
12,522.01
$ 30.00 $
13,220.00 $
45.00 $
20,655.00
$ 25.00 $
11,425.00
$ 68,53 $
31,455.22
$ 30.00 $
13,770 ED
Cornerstone Construction of
Gains Enterprises, Inc.
Goodwin & Goodwin, Inc
GUACS Contractors, Inc
Phil Develo Dmentz, Inc.
Tri-Star Contractors, LLC
Russellville, Inc.
ITEM
ESTIMATED
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
No
OLSCRIP I ION
UNIT
QUANTITY
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
1.30
31HDPE SDR 9 Bored Casing
LF
90
$ 34.65 $
3,11850
$ 5000E205,920.W
0.00
$ 50.00 $
4,500.00
$ 35.00 $
3,150.00
$ 10653
$ 9,40].]0
$ 40.00 $
3.60000
1.31
16" Min, Dia, Bored Steel Casing
LF
418
S 27657 S
115,606.26
$ 350800.00
$ 360.00 $
150,480.00
$ 275.00 $
114,950.00
$ 348.13
$ 145,518.36
$ 280.00 $
117,04000
1.32
16" Min. Dia. Direct Bury Steel
LF
53
$ 11,805.]5
$
7,950.00
Casin
$ 78.13 $
4,140.89
$ 25000.00
$ 200.00 $
10,601
$ 120.00 $
6,360.00
$ 222.75
$ 150.00
1.33
24" Min. Dia, Bored Steel Casing
LF
396
$ 150,&0.36
$
169,488.80
$ 325.59 $
128,933 fi4
$ 520.00
.00
$ 400.00 $
158,40000
$ 425.00 $
168,300.00
$ 380.91
$ 428.00
1.36
24" Min. Dia. Direct Bury Steel
LF
234
$ 53,6D706
$
58,50000
Using
$ 101.01 $
23,636,34
$ 300.00
.00
$ 235.00 $
54,990.00
$ 125.00 $
29,250.00
$ 22909
$ 250.00
1.35
3-Way FH
EA
19
$ 3,55169 $
67,482.11
$ 4,50000
.00
$ 5,200.00 $
98,800.00
$ 3,)5000 $
)1,250.00
$ 4,06429
$ »,22151
$ 5,50000 $
104,50000
1.36
2"Gate Valve w/Box
EA
2
$ 3050.]4 $
2,101.48
$ 1,300.00
.00
$ 1,200.00 $
2,40000
$ 1,000.00 $
2,900.00
$ 1,22260
$ 2,445.20
$ 1,50000 $
3,00000
1.37
6"Gate Valvew Box
EA
18
$ 1,4876] $
26,»806
$ 1,80000
000
$ 1,80000 $
32,40000
$ 1,500.00 $
27,000.00
$ 1,565.63
$ 28,181.36
$ 1,800.00 $
32,40000
1.38
8" Gate Valve w/Box
EA
12
$ 2,107.62 $
25,291.44
$ 2,700.00 $
32,400.00
$ 2,300 ED $
27,60000
$ 2,000.00 $
26,000.90
$ 2,03323
$ 24,398.76
$ 2,400.00 $
28,80000
1.39
12" Gate Valve w/ Box
EA
1
$ 3,513.80 $
3,513.80
$ 4,70000 $
6,700.00
$ 4,00000 $
4,00000
$ 3,580.00 $
3,500.00
$ 3,29762
$ 3,297.62
$ 5,500.00 $
5,50000
140
12'butterfl V sawl Box
EA
18
$ 9,791.43 $
1)6,245.]4
$ 10,000.00 $
180,000.00
$ 9,30000 $
167,400.00
$ 9,00000 $
162,000.00
$ 8,507.16
$ 153,128.88
$ 10,296.00 $
185,32800
1.41
AWWA C153 Ductile Iron Wafer
LBS
9,100
$ 75,8D300
$
72,80000
Main F.Ungs
$ 19.33 $
175,903.00
$ 15.00 $
131$
11.00 $
100,100.00
$ 15.00 $
136,500.00
$ 833
$ 8.00
1.42
2"%6" Tapping Sleeve, 2"
EA
3
$ 9996.03
$
$55000
Tapping Val
$ 2,068.15 $
6,204.45
$ 3,500.00 $
10,500.00
$ 2,700.00 $
8,100.00
$ 2,000.00 $
6,000.00
$ 3,332.01
,
$ 2,850.00
1.43
6"%6" Tapping Sleeve, 6"
EA
2
$ 9,692.98
$
14,00000
Tapping Valve vi Be.
$ 3,619.09 $
7,238.18
$ 4,900.00 $
8,000.00
$ 5,00000 $
10,000.00
$ 4,000.00 $
8,000.00
$ 4,846.49
$ 7,000.00
144
8" N 6" Tapping Sleeve, 6"
EA
1
$ 5,3]393
$
7,242.00
Tapping Valve vi Box
$ 4.123.48 $
4,123.48
$ 4,500.00 $
4,500.00
$ 6,00000$
6,000.00
$ 4,500.00 $
4,500.00
$ 5,373.93
$ 7,262.00
1.45
8"%8" Tap, no Sleeve, B"
EA
5
$ 2),821.20
$
43,69000
TappingValve w Box
$ 4,281.56 $
21,40].80
$ 5,0013.00 $
25,900.00
$ 6,50000 $
32,50000
$ 5,000.00 $
25,000.00
$ 5,564.24
$ 873800
146
12"%12" Tapping Sleeve, 12'
EA
2
$ 18,851.58
Ta In Valve w/ Box
$ ],2]5.03 $
14,55005
$ 8,500.00 $
17,000.00
$ 8,000.00 $
16,00000
$ 7,50000 $
15,000.00
$ 9,42539
$ $gg8.00
147
24"%12" Tapping Sleeve, 12"
EA
1
$ 18,849.78
$
14,500.00
Tapping Valvew Box
$ 17,421.92 $
17,421.92
$ 19,000.00 $
19,000.00
$ 17000.00 $
17,000.00
$ 9,500.00 $
9,500.00
$ 18,84978
$ 14,500.00
1.48
Double Cut and Cap Existing 2-
EA
3
9,481.02
$
2700.00
inch Water Main
$ 2,107.80 S
6,322.80
$ 3,000.00 $
9,000.00
$ 1,200.00 $
3,600.00
$ 1,000.00 $
3,000.90
$ 3,160.34
$
$ Scram
1.49
Double Cut and Cap Existing 6-
EA
3
$ 1041852
$
3,60C.00inch
Water Main
$ 2,706.91 $
8,120.73
$ 3,500.00 $
10,500.00
$ 2,00000 $
6,000.00
$ 2,000.00 $
6,000.00
$ 3,4)2.84
,
$ 1,200.00
1.50
Double Cut and Ca p Existing 8-
EA
5
$ 1),913.15
$
7,50000
inch Water Main
$ 2,959.26 $
14796.30
$ 6,000.00 $
20,000.00
$ 2,50000 $
12,500.00
$ 2,500.00 $
12,500,00
$ 3,582.63
$ 1,50000
1.51
Double Cut and Ca p Existing 12
EA
2
$ 7,920.80
$
4,00000
inch Water Main
$ 3,9945] $
2989.14
$ 5,500,00 $
111000,00
$ 3,000.00 $
6,000.00
$ 3,50000 $
7,000.00
$ 3,960.40
$ 2,000.00
1.52
Flowable Fill
Cy
1W
$ 337.68 $
33,76800
$ 13000 $
13,000.00
$ 13000 $
13,90000
$ 14500 $
16,500.00
$ 18350
$ 1835000 1
$ 165.00 $
16,50080
1.53
Concrete Pavement Repair
LF
178
$ 24683.26
$
21,36000
Hea Duty
$ 3900 $
6,942.00
$ 100.00 $
17,801
$ 100.00 $
17,800.00
$ 5500 $
9,]90.0
$ 138.67
,
$ 12000
1.54
Concrete Pavement Repair
LF
691
$ 46,635.59
$
34,55000
0 hl Duty
$ 31.80 $
21,9/3.80
$ 80.00 $
55,280.00
$ 80.00 S
55,280.00
$ 3000 $
20730,00
$ 67.49
$ 5000
1.55
Concrete Pavement Repair
SY
117
$ 15,969.33
$
7,@000
ht Duty$
122.40 $
14,32080
$ 125.00 $
14,62500
$ 85.00 $
9,94500
$ 45.00 $
5,265.00
$ 136.49
$ W.00
1.56
Concrete Sidewalk Repair
LF
10
$ 4440 $
44400
$ 50.00 $
Scow
$ 45.00 $
450.00
$ 3500 $
3500
$ 368.00
$ 3,680.00
$ 40.00 $
PIGS DO
1.57
Concrete Curb &Gutter Reair
LF
fit
$ 42.00 $
2,562,00
$ 65.00 $
3,965.00
$ 40.00 $
2,440.00
$ 2000 $
1,220.0
$ 97.20
$ 5,92920
$ 18.80 1 $
1,09800
1.58
Asphalt Pavement Repair
LF
339
$ 49.80 $
16,88220
$ 11000 $
37,290.00
$ 115.00 $
38,985.00
$ SEED 5
18,645.00
5 124.00
$ 62,036.0
$ 9580 $
32,20500
1.59
Asphalt Pavement Repair
SY
16
$ 129.60 $
2,07380
$ 14500 $
2,320.00
$ 135.00 $
2,160.00
$ 9000 $
1,440.00
$ 124.00
$ 1,98400
$ SO.W $
80000
1.60
Gravel Pavement Repair
LF
237
$ IDO6 $
2384.22
$ 35.00 $
8,295.00
$ 35.00 $
8,295.00
$ 35.00 $
8,295.00
$ 45.25
$ 10,724.25
$ 6080 $
16,22000
1.61
Class 7Aggregate Base Course
LF
1207
$ 1508 $
18,20156
$ 5500 $
66,38500
$ 35.00 $
42,245.00
$ 40.00 $
48,280.00
$ 4525
$ 54,616.75
$ 30.00 $
36,21080
162
Fence C.Ossin Re air Re lace
LF
80
$ )4.28 $
5,94240
$ 100.00 5
BOW.00
$ 3500 $
2,800.00
$ 2000 $
1,680.80
$ 106.]5
$ 8,54000
$ 10.00 $
88000
1.63
2"Blow Off Assembly
EA
1
$ 1,535.16 $
1,535.16
$ TRUDGE $
1,680.00
$ 2,000.00 $
2,000.00
$ 3,00000 $
3,000.00
$ 2751.50
$ 2,751.50
$ 2,50000 $
250000
1.64
Trace Wire Connection (T W.A. P.)
EA
50
$ 826500
$
7,500.80
$ 236.53 $
11,)2650
$ $
3,250.00
$ 100.00 $
5,000.00
$ 250.$
00
12,500.00
$ 165.30
,.
$ 150 .80
1.65
8"Anchor Collar
EA
1
$ 288540 $
2,885.40
G0
$ 2,500CC00 $
2,500.00
$ 2,00.00 $
2000.00
$ 6,500.00 $
4,500.00
$ 6,954.56
$ 6,954.54
$ 950.00 $
95001
!.fib
12" Anchor Collar
E4
1
$ 3,93568 $
3,93568
$ 3,00000 $
3,000.00
$ 2,6600.00 $
2,600.00
$ 6,500.00 $
6,500.00
$ 6,998.36
$ 6,998.36
$ 1,100.00 $
1,300.00
1.67
Bank Staflohzadmir
LF
190
$ 30.17 $
5,)32.30
$ 25.00 $
4750.00
$ 13500 $
25,650.00
$ 70.80 $
13,300.00
$ 47.25
$ 8,9//.50
$ 50.00 $
9,50000
1,68
4" PVC SCH405ewer Service
LF
256
$ 86.56 $
22,159.36
$ 9500 $
24,320.00
$ 40.00 $
10,240.00
$ 6S.W $
16,64000
$ 3239
$ 8,29184
$ 3000 $
7,68000
1.69
6"PVC SCH40 Sewer Service
LF
46
$ 133.21 $
6,127,66
$ 110.00 $
5,060.00
$ 5000 $
2,300.00
$ 7000 $
3,220.00
$ 5647
$ 2,597.62
$ 35.00 $
1,61000
130
Soft Shovel Locate Existing Sewer
EA
6
Service Llne @ AFOOT R/W
$ 240.00 $
1,440.00
$ 2,000.00 $
12,000.00
$ 2,00000 $
12,00000
$ TOO $
6,000.00
$ 3,13500
$ 18,810.00
$ 1,000.00 $
6,00000
171
Plug Abandoned Sewer Main at
EA
1
$ 3817.50
$
98000
Existin MH
$ 720.00 $
72000
$ 1,000.00 $
3,OW.00
$ 1,20000 5
1,200.00
$ 950.00 $
950.00
$ 3,817.50
,
$ 980.00
Error
H1127 (2010
.In
Cornerstone Construction of
Gains Enterprises, Inc.
Goodwin S, Goodwin, Inc
WACS Contractors, l nc.
Privcon Developments, Inc.
Tri-Star Contractors, LLC
Russellville,
Inc.
ITEM
ESTIMATED
UNIT
UNIT
UNIT
UNIT
UNIT
UNIT
NO.
DESCRIPHUN
UNIT
QUANTITY
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
PRICE
AMOUNT
1.72
Plug Abandoned Sewer Service at
E,
3
Main
$ 1,020.00 $
3,060.00
$ 1,00000 $
3,000.00
$ 1,000.00 $
3,00000
$ 1,25000 $
3,750.00
$ 3,812.00
$ 11,451.00
$
$ 1,200.00
3,60000
1.73
Abandon Sewer Manhole
EA
2
$ 3,582.60 $
7,16510
$ 6000.00 $
12,000.00
$ 1,500.00 $
3,000.00
$ 1,750.00 $
3,500.00
$ 10,315.00
$ 20,530.00
$ 1,100.00 $
2,2D000
1,74
Abandon Existing Sewer Main
LE
424
under Highway
$ 600 $
3,175.80
$ 20.00 $
9p8000
$ 25.00 $
11,850.00
$ 20.00 $
9,48000
$ 30.90
$ 14,64660
$
$ 2000
9,48000
1.75
Sewer Service Cleanout
EA
6
$ 885.12 $
5,310,72
$ 1,000.00 $
6,000.00
$ 600.00 $
3,600.00
$ 35000 $
2,100.00
$ 96571
$ 5,79426
$ 750.00 $
4,50000
1J6
Sewer Service Tap Main 4'
EA
4
$ 1,042.80 $
4,171.20
$ 1,200.00 $
4,800.00
$ 1,500.00 $
6,000.00
$ 1,000.00 $
4,00000
$ 3,43556
$ 13,742.24
$ 800.00 $
3,20000
1.77
Sewer Service Tap Main 6"
EA
1
$ 1,024.50 $
1,074.50
$ 1,400.00 $
1,400.00
$ 2,00000 $
2,000.00
$ 1,00000 $
1,000,00
$ 3,471.73
$ 3,47173
$ 950.00 $
95000
1.78
Conned New Sewer Service to
EA
6
Existing Sewer Service
$ 814.16 $
4,884.96
$ 2,500.00 $
15,000.00
$ 1,250.00 $
7,500.00
$ 1,000.00 $
6,000.00
$ 4,11876
$ 26,712.56
$ 500.00 $
3'00GOO
TOTAL BASE BID
1 $
1,689,781.02
$
2,290,296.00 I
$
2,160,50500
$
1,799,000.00
1 $
2,396,105.50
$
1,990,007.00
Error
H1127 (2010
.In
McCLELLAND 1810 N. College Ave.
NEE
CONSULTING Fayetteville, AR 72703
479-443-2377/Fax 479-443-9241
ENGINEERS, INC. mce.us.com
February 27, 2020
Mr. Corey Granderson, PE
Utilities Engineer
City of Fayetteville
2435 S Industrial Drive
Fayetteville, AR 72701
RE: Bid No. 20-29, Construction — Highway 16 Utility Relocations
Recommendation of Award
Dear Mr. Granderson,
On Wednesday, February 19, 2020 bids were opened on the referenced project, and six
responsive bids were received. Cornerstone Construction of Russellville, Inc. of Russellville, AR
is the low bidder with a total bid in the amount of $1,689,781.02. The certified bid tabulation is
attached for reference.
We have reviewed Cornerstone Construction's bid and, have direct experience working with
them on a recent utility project, and have received good feedback from their references;
therefore, we recommend awarding the bid to Cornerstone Construction of Russellville, Inc. in
the amount of $1,689,781.02.
Please do not hesitate to call should you have any questions and as always, thank you for
allowing us to be of service.
Sincerely,
McClelland Consulting Engineers, Inc.
Zane Lewis, PE, LEED AP
Project Manager
Enck Certified Bid Tabulation
K:\2017\172162 Highway 16 Utility Relocations, Fayetteville, AR\Construction-Hwy 16\Certified Bid Tab\Hwy 16 Utility Relocations
Recommendation of Award.docx
Supplemental Agreement No. 4
Highway 16 Utility Relocations
Date:
WHEREAS, the CITY OF FAYETTEVILLE and McClelland Consulting Engineers, Inc.
(ENGINEER) entered into an Agreement for Professional Engineering Services
(AGREEMENT) on October 3, 2017; and,
WHEREAS, the CITY OF FAYETTEVILLE has requested that ENGINEER perform additional
services outside of the scope of the AGREEMENT.
NOW THEREFORE, the following modifications will be made to the AGREEMENT to
include the additional services requested:
MODIFICATIONS:
Section 2. 1.1 — the additional scope of services are included in the attached
Appendix "A-4".
2. Section 5.1 — the maximum not -to -exceed amount is increased from $317,209.82 to
$442,467.82. Modifications to compensation are included in the attached
Appendix `B-6".
IN WITNESS WHEREOF, the parties execute this Supplemental Agreement No. 4, to be
effective on the date set out above.
McClelland Consulting Engineers, Inc
BY:
Daniel Barnes, PE
President, Fayetteville Office
City of Fayetteville, Arkansas
IBM
Mayor Lioneld Jordan
APPENDIX A-4 — SCOPE OF ADDITIONAL SERVICES
SUPPLEMENTAL AGREEMENT NO. 4 — HIGHWAY 16 UTILITY RELOCATIONS SERVICES
DURING CONSTRUCTION
1.0 General
The scope of additional services includes construction administration and construction
observation services for the referenced project, which includes approximately 5,700 linear feet
of 12 -inch water main; 1,100 linear feet of 8 -inch water main; new water/sewer services; and
related appurtenances and interconnections along Highway 16 (15th Street) between Hwy 71B (S
School Avenue) and Fairlane Street. Construction is anticipated to commence in April 2020. The
construction contract allows 240 calendar days to Substantial Completion, and 270 calendar
days to Final Completion.
2.0 Construction Administration
2.1 Assist CITY OF FAYETTEVILLE with issuing the Notice to Proceed (NTP) and
obtaining executed Contract Documents from the selected Contractor, if
requested by the CITY OF FAYETTEVILLE.
2.2 Conduct the pre -construction meeting with the Contractor and issue meeting
minutes.
2.3 Review and respond to Contractor submittals for conformance to the Contract
Documents, Drawings, and Specifications. Up to ten (10) submittals are
anticipated on this project. The initial review and one (1) re -submittal review are
included in this scope of services. Additional re -submittal reviews will be
considered Additional Services.
2.4 Review Contractor's Requests for Information (RFIs) and issue clarifications as
required. Up to ten (10) RFIs are anticipated on this project.
2.5 Assist the CITY OF FAYETTEVILLE with the evaluation, negotiation, and processing
of Contractor change order requests, if required.
2.6 Review monthly Pay Estimates from the Contractor and provide
recommendation for payment. A total of ten (10) pay estimates are assumed.
2.7 Engineer of Record shall conduct monthly site visits and attendance at monthly
progress meetings as required to observe the progress and quality of the
executed work to determine compliance with approved Contract Documents,
Drawings, and Specifications in accordance with Arkansas State Law 22-9-101. A
total of twenty (20) site visits/progress meetings are estimated over the course
of the 270 calendar day construction contract.
2.8 Assist the CITY OF FAYETTEVILLE with the final inspection walk-through. Develop
a punch list of outstanding items, and review project closeout documents.
Appendix A-4 — Scope of Additional Services Page 1 of 3 2/20/2020
Highway 16 Utility Relocations Services During Construction
2.9 Prepare Record Drawings based upon information furnished by the Contractor
and field representatives.
3.0 Construction Observation
3.1 Provide a field representative to perform comprehensive construction
observation services. Field representative shall meet with CITY OF FAYETTEVILLE
field representative at least once weekly to stay informed on construction
progress and any issues that may arise.
3.2 It is estimated that the level of observation required by the ENGINEER to provide
comprehensive services will equate to an average of 30 hours per week for the
duration of the 270 calendar day construction contract. Partial observation will
be conducted on non-critical construction items such as, but not limited to
general site cleanup, seeding, sodding, etc.
3.3 CITY OF FAYETTEVILLE shall provide adequate notice to ENGINEER when a field
representative is required. Minimum notice shall be three (3) business days, with
one (1) week notice preferred.
4.0 Surveying Services
At the request of the CITY OF FAYETTEVILLE, provide up to 32 hours of field surveying to assist
in reviewing the Contractor's work and/or to address property owner questions.
5.0 Project Deliverables
5.1 PDF copy of the approved shop drawings and submittals from the Contractor.
5.2 One (1) hard copy set, a PDF copy and AutoCAD file of the Record Drawings.
5.3 Other electronic files as requested by the CITY OF FAYETTEVILLE.
6.0 General
6.1 All water main construction shall follow the guidelines described in the CITY OF
FAYETTEVILLE Standard Specifications for Design and Construction of Water
Lines and Sewer Lines (2017 Edition), the Contract Documents, Drawings, and
Specifications.
6.2 Attending at meetings other than progress meetings and the pre -construction
meeting will be considered Additional Services.
6.3 Should construction delays occur, which are beyond the control of the ENGINEER
and cause the project to be completed later than 270 calendar days, the
ENGINEER and CITY OF FAYETTEVILLE will review the ENGINEER' remaining
budget and mutually agree upon a plan of action, whether it be a reduction in
the scope of services to stay within budget, or authorize Additional Services.
Appendix A-4 — Scope of Additional Services Page 2 of 3 2/20/2020
Highway 16 Utility Relocations Services During Construction
6.4 Subcontracting of services by the ENGINEER shall have prior approval of the
OWNER.
Appendix A-4 — Scope of Additional Services Page 3 of 3 2/20/2020
Highway 16 Utility Relocations Services During Construction
Appendix B-6: Fee Proposal - Supplemental Agreement No. 4
Services During Construction
In Conjunction with the Highway 16 Utility Relocations
MCE Job No. 172162
Labor Classification
Time/Hours
Direct
Labor Rate
Extended
Sr Project Manager
32.00
$63.00
$2,016.00
Project Manager
108.00
$43.00
$4,644.00
Project Engineer
140.00
$32.00
$4,480.00
Construction Observer
1160.00
$25.00
$29,000.00
Chief Draftsman
40.00
$28.00
$1,120.00
Survey Technician
4.00
$20.00
$80.00
Registered Land Surveyor
2.00
$40.00
$80.00
Survey (2 -Man or Robotic)
32.00
$50.00
$1,600.00
Direct Labor Subtotal $43,020.00
Title II Labor Multiplier 2.90
Subtotal Labor Costs $124,758.00
EXPENSES
Estimated Reimbursable Expenses Amount
Mileage $500.00
Total Estimated Reimbursable Expenses $500.00
Total Costs - Construction Engineering
$125,258.00
Notes:
1. Title II Multiplier based upon MCE FY19 Indirect Cost Rate (158.92°/x) for ARDOT projects, plus fixed fee of 12%.
2. Construction Duration Assumed - 240 Calendar Days (Substantial); 270 Calendar Days (Final)
3. Construction Observeration may be performed by MCE, City of Fayetteville, or a combination
of both, depending on availability of personnel at time of construction
2/20/2020
Supplemental Agreement No. 4 - Highway 16 Utility Relocations Services During Construction McCLELLAND
Manhour Estimate NEFCONSULTING
Date: 02/20/2020 ENGINEERS, INC.
Task Description
Sr Project
Manager
Project
Manager
Project
Designer
Const. Observer
V
Const.
Observer II
Chief
Draftsman
Survey
Technician
Reg. Land
Surveyor
Survey
(2 -Man or Robotic)
Construction Administration
Pre construction meeting 2.00 2.00
Review Submittals 2.00 8.00 40.00
Respond to RFIs 2.00 8.00 20.00 4.00
Evaluate Change Order Requests 4.00 16.00 40.00 8.00
Pay request review/preparation 20.00
Periodic site visits (20 estimated) 20.00 40.00 20.00
Final inspection/punch list preparation 1 2.00 1 4.00 1 8.00
As- built construction documents 1 1 8.00 1 8.00 24.00
Project close out 1 1 2.00 4.00 4.00
Sub total Manhours 32.00 108.00 140.00 0.00 0.00 40.00 0.00 0.00 0.00
Construction Observation
Comprehensive Field Observation Services 90.00 1020.00
Pre construction meeting 2.00 2.00
Pay request review/preparation 4.00 20.00
Final inspection 8.00
As- built construction documents 2.00 6.00
Project close out 1 1 2.00 1 4.00
Sub total Manhours 0.00 0.00 0.00 100.00 1060.00 0.00 0.00 0.00 0.00
Surveying Services
Review Contractor's work and address property owner questions, as
required
4.00
2.00
32.00
Sub total Manhours 0.00 0.00 0.00 0.00 0.00 0.00 4.00 2.00 32.00
Total Estimated Manhours 32.00 108.00 140.00 100.00 1060.00 40.00 4.00 2.00 32.00
Page 1 of 1 2/20/2020
AlOth CITY OF
FAYETTEVILLE
ARKANSAS
Bid 20-32, Sodium Hypochlorite Storage Tank
Official Bid Tabulation
Lioneld Jordan, Mayor
Date of Advertisement: 1/27/2020
Date of Issue: 2/18/2020
Bid No. 20-32
Date: 02.18.2020
Time: 2:00 PM
U
CPPO
Les McGaugh
NOTICE: Bid award is contingent upon vendor meeting minimum specifications and formal authorization by City officials.
D. J. Shubeck Company
Mercaterra Atlantic LLC
Plastic - Mart
Thorpe Plant
Services, Inc.
QTY
Item
Description
Extended Price
Extended Price
Extended Price
Extended Price
Sodium Hypochlorite Storage Vessel
(7,600 -gallon capacity)
$61,559.00
$ 62,990.00
$ 44,000.00
$ 41,974.00
Total Balance:
$ 61,559.00
$ 62,990.00
$ 44,000.00
$ 41,974.00
U
CPPO
Les McGaugh
NOTICE: Bid award is contingent upon vendor meeting minimum specifications and formal authorization by City officials.
CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF APRIL 7, 2020
TO: Mayor Jordan and City Council
CITY COUNCIL MEMO
THRU: Peter Nierengarten, Environmental Director
Jeff Coles, Recycling and Trash Collections Director
FROM: Shannon Newman, Financial Analyst - Recycling and Trash Collections
DATE: March 6, 2020
SUBJECT: A resolution to approve an agreement between the City of Fayetteville,
Arkansas and Food Loops, LLC to haul and dispose of organic compostables and
recyclable material in the City of Fayetteville
RECOMMENDATION:
Staff recommends City Council approval of a resolution with Food Loops, LLC, for the hauling
and disposal of organic compostables and recyclable material in the City of Fayetteville.
BACKGROUND:
Food Loops, LLC has submitted a request to haul compostable and recyclable materials in the
City of Fayetteville. The contract will permit Food Loops to haul all organic waste collected in the
City of Fayetteville to the Fayetteville Recycling and Trash Collection Facility for composting,
which shall be counted toward the City's waste diversion goals.
The City of Fayetteville approved a hauling agreement for Food Loops in 2018. The original
contract has expired; therefore a new agreement is requested.
DISCUSSION:
The hauling contract will permit Food Loops, LLC to collect and haul organic waste for
composting and recyclable materials. Hauler may collect organic waste and recyclable materials
from residential, commercial and industrial activities. Hauler is not authorized to collect of haul
any other type of solid waste.
The agreement requires Food Loops to pay a monthly fee to the City of Fayetteville of 5% of the
gross revenue received for providing organic waste hauling services and 5% of the gross
revenue received for providing the hauling of recyclables.
The term of the agreement will be 1 year with automatic renewals for 2 additional 1 -year terms.
Staff proposes approval for Food Loops, LLC to haul and dispose of organic compostables and
recyclable material within the City of Fayetteville per the terms of the attached agreement.
BUDGET/STAFF IMPACT:
None
Attachments:
Food Loops, LLC Agreement to Haul and Dispose of Organic Compostables and Recyclable
Materials in the City of Fayetteville
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
Capital Projects Update - March 2020
No. Project Description Location Contractor or Project Status Cost %
Under Construction
1
Sang Avenue/Pleasant Woods/Maple-Oliver
Wards 1, 2, & 4
Kajacs
Closeout
$1,546,754
95%
2
West Fork Lift Station & Sewer Lines
Note: This is a West Fork project with Fayetteville cost -share
Ward 1
Boyles
Construction
Active Construction
$256,790
25%
3
Morningside Dr. 24" Waterline Replacement
Ward 1
Kajacs
Active Construction
$1,595,000
8%
4
Annual Manhole Rehabilitaton (sewer) Contract
City Wide
Krapff Reynolds
Pre Construction
$590,789
0%
5
1-49/Wedington Interchange Water & Sewer Relocations
Wards 2 & 4
Forsgren, Inc.
Pre Construction
$2,495,705
0%
6
Utility Relocations Hwy 16
Ward 1
Cornerstone
Construction
Bid Award
$1,689,781
0%
Engineering Design
7
Electrical Improvements for the Noland WRRF (15kV Phase)
Note: "Total Cost" includes future design phases forthcoming
Noland WRRF
Allgeier Martin
Bid Opening March 17
$515,049
100%
8
Benson Mtn. Water Tank Improvements
Wash. Co.
Hawkins -Weir
Easement Acquisition
$130,280
100%
9
Kitty Creek Sewer Line Replacement
Ward 3
McClelland
Easement Acquisition
$250,793
95%
10
East Service Area Water System Improvements
1. Contract Section I - PSV's and PRV's
2. Contract Section 11 - Gulley Road Tank
3. Contract Section III - Gulley & Goshen Improv's
4. Township Contract - New tank, pump station, mains
Wards 2&3,
Wash. Co
Olsson
1 -Bid Prep
2 -ADH Review
3-Esmt. Acquisition
4-Engr. Design
$754,305
1-100%
2-90%
3-90%
4-90%
11
Hwy 170 Water & Sewer Relocations, Farmington
Farmington
Garver
Easement Acquisition
$265,975
95%
12
Waterline Replacements
along S. Garland Ave. & Rolling Hills Dr.
Wards 1 & 3
Garver
Engr. Design
$246,450
30%
13
Noland WRRF Aeration Basin Gates
Noland WRRF
Jacobs
Engr. Design
$71,150
90%
14
Cultural Arts Corridor Utility Replacements - Phase 1
Ward 2
Olsson
Engr. Design
$122,322
30%
15
Round Mountain Standpipe Rehabilitation
Wash. Co.
Garver
Engr. Design
$59,600
90%
16
Gregg Ave./Fulbright Expy. Sewer Bypass
Ward 3
Hawkins -Weir
Engr. Design
$162,130
0%
17
Lake Sequoyah Water Quality Improvements
Ward 1
Olsson
Survey & Data Collect.
$114,220
0%
Engineering Studies & Master Plans
18
2018 Water Tank Inspections and Water Quality Analysis
City Wide
Garver
Final Report Review
$154,000
99%
19
North College Water Main Replacement Evaluation
Wards 2 & 3
McClelland
Bond Projects
Coordination
$128,930
44%
20
Electrical Improvements at Water Pump Statons
City Wide
Allgeier Martin
Final Report Review
$46,144
100%
21
Fire Flow Improvements Within City Limits
City Wide
Hawkins -Weir
Water Modeling
$134,720
32%
22
Biosolids Master Plan
BMS & WRRFs
Jacobs
Workshops
$254,108
21%
23
Lake Fayetteville Spillway Study - Phase 1
Ward 3
FTN
Modeling
$63,466
51%
24
Automated Metering Infrastructure - Task 1
City Wide
Jacobs
Background & Kick Off
$116,450
0%
25
Wastewater Collection System Master Plan Update
City Wide
RJN
Flow Metering
j $408,543
0%
Note: % Complete for 'Under Construction' and 'Engineering Studies' represents actual invoice payments. However, for 'Engineering Design' the % Complete represents the
phase of document completeness.
WEST SIDE
.yiir.ira r■t►rr�.m euia�rr
FAYETTEVILLE PROJECT- JACOBS
JACOBS MONTHLY REPORT -JANUARY 2020
BS
Fayetteville
January Client Report
City of Fayetteville
JACOBS MONTHLY REPORT -JANUARY 2020
Jacobs Monthly Report —January 2020
PREPARED FOR: Tim Nyander
COPY TO: City: Susan Norton / Lynn Hyke / Cheryl Partain / Marsha Hertweck / Pam
Henson / Cory Granderson / Peter Nierengarten / Water & Sewer
Committee
Jacobs: Steve Carpenter / Matt Benton / Lisa Clancy
PREPARED BY: Greg Weeks
DATE: February 21, 2020
This monthly report is provided as an accounting of the performance of the Water Resource
Recovery Facilities (WRRF) operated by Jacobs. Please review and let me know if you have any
questions regarding the operation.
We are committed in our pursuit of excellence in every scope of service that we provide and in
remaining a leader in our industry. With this focus as our core philosophy, we will provide the
service that continues to enrich the environment and community today, while keeping future
regulations and technologies in our sights. We will be making this report more narrative around
what we are doing for operations and maintenance, but will also include more information on
sustainability, energy efficiency, capital programs, and community involvement. We value your
feedback regarding format and content with the goal of making this report more responsive to
your needs.
Thank you again for your business and our trusted relationship.
FAYETTEVILLE PROJECT-JACOBS
JACOBS MONTHLY REPORT -JANUARY 2020
Table of Contents
Jacobs Monthly Report — January 2020............................................................................................. 2
ExecutiveSummary..................................................................................................................4
PlantOperations....................................................................................................................... 4
ProcessControl............................................................................................................ 4
Ozone HyDoz Summary............................................................................................... 5
BiosolidsProcess..........................................................................................................
5
Compliance...................................................................................................................
5
Successes......................................................................................................................
6
Issues/Resolutions.......................................................................................................
7
Revenue........................................................................................................................
7
Maintenance............................................................................................................................. 8
WestSide...................................................................................................................... 8
LiftStations.................................................................................................................. 8
Key Performance Indicators/Measures...................................................................... 9
Capital Improvement Projects (CIP)........................................................................... 9
Laboratory/Industrial Pretreatment......................................................................................
10
WoolseyWet Prairie................................................................................................................
12
CommunityOutreach.............................................................................................................
12
Sustainability..........................................................................................................................
13
Health& Safety / Training.....................................................................................................
14
AppendixA..............................................................................................................................
15
FAYETTEVILLE PROJECT- JACOBS 3
JACOBS MONTHLY REPORT -JANUARY 2020
Executive Summary
January began what is hoped to be less eventful and very productive year. The plants continued
to run at high rates but 100% within compliance. The expanded CIP program begun in 2019
continues in 2020 providing much needed improvements and replacement of worn and
obsolete equipment to the plant. It was another month of a clean safety performance.
This was the first month operating under the renewed contract and we are working through the
changes that were included in that extension, including; an upgraded SCADA program, predictive
maintenance, moving billing of BMS revenue to the city, and the ability to include engineering
projects related to the plants as scope adjustments.
Plant Operations
The Noland and West Side WRRF's effluent discharges were 100% in compliance with the
National Pollutant Discharge Elimination System (NPDES) permit. Details of effluent quality and
influent loadings are shown in Appendix A. The West Side WRRF continues to run at high
efficiency, treating over designed flow for the month of January.
Process Control
Biological unit 2 at the West Side facility was placed online for routine equipment rotation and
maintenance of biological unit 4. This was accomplished by transferring 2.9 million gallons of
process inventory from bio unit 4 into bio unit 2. Unlike the Noland WRRF, which is designed to
transfer the treatment basins, the West Side WRRF normally requires two portable 74 -hp diesel
pumps and 100 feet of 6 -inch transfer hoses and piping to accomplish this task. The operations
supervisor recognized an opportunity to eliminate the need for portable pumps and piping by
utilizing the facility's two 50 -hp EQ basin return pumps and a few valve adjustments to move the
bio mass back through the drain piping of the unit receiving the transfer. This provided a much
safer transfer with reduced labor hours and eliminated the need for the costly rental pumps and
the potential for unpermitted discharges from the temporary piping. An estimated savings of
$7,000 for equipment rental and diesel fuel consumption was recognized and, with two basin
transfers per year identified by the asset management plan, this could result in $15,000 saved in
Labor and resource costs.
FAYETTEVILLE PROJECT- JACOBS
JACOBS MONTHLY REPORT -JANUARY 2020
Ozone HyDoz Summary
As preparation for the upcoming April permit change to a more stringent fecal coliform limit,
56,000 pounds of sand was added to the filter cells at the Noland facility. The ozone disinfection
system relies heavily on the quality and clarity of the filter cell filtrate water to disinfect at the
Level. required for the more stringent spring and summer permit limits. The addition of new sand
will increase the efficiency of the filters by removing excess solids and prevent a demand on the
ozone, which would hamper the removal of fecal coliform.
Biosolids Process
During the month of January, the WRRF's produced 2,076 wet tons of biosolids with
approximately 167 wet tons of biosolids sent into the solar houses prior to the thermal dryer
and 1,865 wet tons processed directly through the thermal dryer. Two loads of solar house
biosolids totaling 34 tons and two West Side belt filter press loads totaling 44 tons were
transferred to area landfills for disposal at a cost of $3,371 due to capacity issues related to the
current solar house damage. The biosolids drying operation saved an estimated $50,954 in
disposal costs this month, compared to landfill disposal.
One 25 -ton load of City vactor truck spoils from Noland was transported to area landfills at a
cost of $1,065.
The semiannual fertilizer tonnage report to the Oklahoma Agriculture, Food, and Forestry
Division was completed in January.
Compliance
During the month of January, the Arkansas Department of Environmental Quality performed a
Compliance Evaluation Inspection (CEI) for the Noland and West Side facilities. These biennial
non -sampling inspections are designed to verify permittee compliance with applicable permit
self-monitoring requirements, effluent limits, and compliance schedules. Inspectors review
records, make visual observations, and evaluate treatment facilities, laboratories, effluent
FAYETTEVILLE PROJECT-JACOBS
JACOBS MONTHLY REPORT -JANUARY 2020
outfalls, and receiving waters. During the CEI, the inspector must examine both chemical and
biological self-monitoring. The final report will be completed upon data review by the inspector.
No deficiencies were noted at the time of inspection.
Successes
Cleaning the tri -pack media from the scrubber condenser and velocity stack is a time consuming
and labor-intensive task. BMS staff accepted the challenge to develop a process that will reduce
the labor required. Two empty 275 -gallon IBC totes were modified by cutting the plastic top out
of one and the top rail support section out of the second. The rail support section was placed on
the first tote and wrapped with wire mesh. To clean the media, the rail support section is
removed, tri -pack media is put in the tote, and the rail support section is re -attached. W3 water is
used to fill the tote through the drain valve, allowing the tri -pack media to float and move
around from the W3 water current. This action allows the material on the media to come loose
and flow over the top of the wire mesh section or out of the drain. The cleaning device requires
no further labor time and can be left unattended until the media is clean. This process has
O
i
t ri r
.Y {%
New tri -pack media installed in the Noland scrubber condenser unit
FAYETTEVILLE PROJECT-JACOBS 6
JACOBS MONTHLY REPORT—JANUARY 2020
Issues/Resolutions
January precipitation totaled 6.46 inches over 11 events causing soil saturation. Standing water
throughout the BMS site restricted the application of Water Treatment Residuals (WTR).
Revenue
Table 1: Revenue Generated from the BMS
it
Revenue Generated from the BMS
$50,000
$45,000
$40,000
$35,000
$30,000
$25,000
$20,000
$15,000
$10,000
$5,000
411
F P Lie�w �o Qe
Monthly —0— Cumulative Year to Date
Figure 1: Revenue Generated from the BMS via Hay, Fertilizer, and WTR
FAYETTEVILLE PROJECT- JACOBS 7
Tons Sold/Received
Revenue
Hay
39
$2,483
Fertilizer
277
$5,534
Water Treatment Residuals
0
$0
Revenue Generated from the BMS
$50,000
$45,000
$40,000
$35,000
$30,000
$25,000
$20,000
$15,000
$10,000
$5,000
411
F P Lie�w �o Qe
Monthly —0— Cumulative Year to Date
Figure 1: Revenue Generated from the BMS via Hay, Fertilizer, and WTR
FAYETTEVILLE PROJECT- JACOBS 7
JACOBS MONTHLY REPORT -JANUARY 2020
Maintenance
In the month of January staff continued efforts on capital projects as well as preparing for
upcoming capital projects. Staff also completed unscheduled repairs to prevent imminent failure
on critical equipment with developing deficiencies.
West Side
Mechanical inspections began on belt filter press #2 to
inspect bearing, tracking, tension, and drive rollers. The
rollers are sent to the manufacturer to be machined to
specifications and x-rayed for cracks that might require a
recoating process. The belt presses are designed to
separate water from the biosolids removed from the
biological process.
Noland
A
The suction and discharge valves were replaced for secondary clarifier scum pumps 1 and 2.
Scum pumps remove skimmed material from the 90 -foot diameter clarifiers back to the head of
the plant for further processing.
CIP repairs were completed on the gearboxes for anoxic mixers 8 and 11. The units were
reinstalled and are operating as designed. The mixing blades turned by the gear boxes are
showing signs of wear and will be replaced with rebuilt blades in February.
The 32 -year-old safety railing throughout the plant is showing signs of wear and separation.
Replacement parts have been ordered to repair sections that have failed. An overall condition
assessment and replacement strategy is being formulated.
Lift Stations
Clog -proof impellers were installed on pumps 2 and 3 at lift station 19, Mally Wagnon. The
station experiences constant pump clogging issues that require the pumps to be pulled and
cleaned to pump efficiently. A new style of impeller was introduced that is expected to reduce or
eliminate the clogging issues. The vendor gave the City of Fayetteville one impeller to place on
one of the three pumps to evaluate the impeller effectiveness. Several months of testing
revealed that the pump with the new impeller was able to pass material that clogged the other
two pumps. The savings in labor should pay for the impellers in just over two years. The safety
improvement was impactful, as well, by not requiring maintenance to work with a crane over a
40 -foot -deep wet well during inclement weather, when many clogs occur.
A concrete slab was constructed at lift station 10, Futrall Drive to accommodate a larger
emergency back-up generator that replaced an undersized generator. Once installed the new
generator will supply enough power to operate both pumps at the station.
FAYETTEVILLE PROJECT-JACOBS
JACOBS MONTHLY REPORT -JANUARY 2020
Key Performance Indicators/Measures
Figure 2: Total number of work orders completed in January - 1897
Figure 3: Total labor hours worked per work order type. In the month
of January more time was spent performing reactive tasks, which are
accounted for in three different types: Corrective Maintenance
Emergency, Corrective Maintenance Non -Emergency and Corrective
Maintenance from PM/PdM. All other WO types are proactive.
FAYETTEVILLE PROJECT- JACOBS
JACOBS MONTHLY REPORT -JANUARY 2020
Capital Improvement Projects (CIP)
Plants, Pumps, and Equipment
1. The CIP report was updated with five carry-over projects from 2019
a. West Side UV touchscreen replacement is scheduled for completion in February
b. The remaining carry-over projects are awaiting vendor response
2. 10 CIP projects have been added for 2020
a. Three projects represent January break-ins. Break-ins denote equipment failures
that were not planned for CIP budgeting.
Lift Station Improvements
1. The CIP report was updated with three carry-over projects from 2019
a. Broyles lift station pump rebuild was completed with the rebuilt pump to be
delivered to the West Side facility
b. Two carry-over projects are scheduled for completion in February
Two VFD upgrades at lift station 7, Hamestring
Building Improvements
1. Two carry-over projects from 2019
a. Noland bulk chemical tank replacement
i. Bid opening February 18`"
b. Secondary containment repairs
2. A total of four 2020 CIP projects were added with their associated costs
Laboratory/Industrial Pretreatment
At the request of the City of Fayetteville Water & Sewer Department, samples were collected and
analyzed during two different sampling events. On January 6`", a series of four samples were
collected from a site located on Dead Horse Mountain Road. These samples were analyzed for
fecal coliform bacteria and chemical oxygen demand to help determine if a source of sewage
contamination exists. Data results are as follows:
FAYETTEVILLE PROJECT- JACOBS 10
FECAL COLIFORM
(MPN/100ML)
CHEMICAL OXYGEN DEMAND
(MG/L)
BACKWATER 1
greater than 12,098
76
BACKWATER 2
67.5
63
BACKWATER INLET
15.5
45
POND 1
less than 5
46
FAYETTEVILLE PROJECT- JACOBS 10
JACOBS MONTHLY REPORT -JANUARY 2020
On January 7`", one sample was collected from a residential site located at 735 North Austin
Drive in Fayetteville. The sample was analyzed for fecal coliform bacteria and chemical oxygen
demand to help determine if a source of sewage contamination exists.
As a result of the whole effluent toxicity C. dubia (water flea) sub -lethal failure in October,
additional samples were collected for the required retesting. The samples were sent to the
Ecotoxicology Research Facility at Arkansas State University for analysis and passed.
Quarterly samples of Noland and West Side effluent and influent were collected for the analysis
of 14 metals, low level mercury, cyanide and total phenolics, as required by 40 CFR 122
Appendix D Table III. Data results were normal and exhibit no unusual trends. The results are
reported annually to ADEQ by the Industrial Pretreatment department. Arsenic results are
reported quarterly to ADEQ as required by the newest Noland permit.
Biosolids Management Site (BMS) staff collected soil samples from areas 1, 2, 3, and 15.
Samples were tested for the following analyses: pH, electrical conductivity, cation -exchange
capacity, total solids, sodium absorption ratio (SAR), nitrate nitrogen, and metals. The SAR data
is a measure of the ability of the soil to allow proper water drainage and root growth. An SAR
below 13 indicates a well aerated soil. Data results exhibit no unusual trends.
The lab is investigating the CBOD test to determine the source of recent quality control failures.
Procedures are being reviewed to evaluate the bottle cleaning method, chemical quality, and
equipment performance. Samples are being sent to a commercial lab until a resolution is found.
Industrial waste discharge permit number FAY12 was transferred from Pinnacle Foods
Corporation to ConAgra Foods Packaged Foods, LLC (Conagra) effective January 1, 2020. All
permit requirements and conditions remained the same as the previous permit.
An annual compliance inspection was conducted at Superior Industries to determine compliance
status with the industrial waste discharge permit, City of Fayetteville Code, and 40 CFR Parts 403
and 433. No findings were discovered. Annual compliance sampling for metals and cyanide
was also performed at Superior. Results were within permit limits.
ADEQ and federal regulations require the city of Fayetteville to conduct a wastewater survey of
the users within service areas every three years. The reason for this survey is to determine if
users' wastewater could have a significant impact on the wastewater collection and treatment
system and its processes, as well as to confirm compliance with the Industrial Pretreatment
Program and the Discharge and Pretreatment Regulations in the Fayetteville code. Surveys were
mailed at the end of January and are due back to the IPP coordinator by the end of February.
Monthly surcharge and waste hauler reports were completed and sent to the City for billing. For
revenue generated from the IPP, see Table 2.
FAYETTEVILLE PROJECT-JACOBS 11
FECAL COLIFORM
(MPN/100ML)
CHEMICAL OXYGEN DEMAND
(MG/L)
735 N. AUSTIN DR. CURB
535.5
77
As a result of the whole effluent toxicity C. dubia (water flea) sub -lethal failure in October,
additional samples were collected for the required retesting. The samples were sent to the
Ecotoxicology Research Facility at Arkansas State University for analysis and passed.
Quarterly samples of Noland and West Side effluent and influent were collected for the analysis
of 14 metals, low level mercury, cyanide and total phenolics, as required by 40 CFR 122
Appendix D Table III. Data results were normal and exhibit no unusual trends. The results are
reported annually to ADEQ by the Industrial Pretreatment department. Arsenic results are
reported quarterly to ADEQ as required by the newest Noland permit.
Biosolids Management Site (BMS) staff collected soil samples from areas 1, 2, 3, and 15.
Samples were tested for the following analyses: pH, electrical conductivity, cation -exchange
capacity, total solids, sodium absorption ratio (SAR), nitrate nitrogen, and metals. The SAR data
is a measure of the ability of the soil to allow proper water drainage and root growth. An SAR
below 13 indicates a well aerated soil. Data results exhibit no unusual trends.
The lab is investigating the CBOD test to determine the source of recent quality control failures.
Procedures are being reviewed to evaluate the bottle cleaning method, chemical quality, and
equipment performance. Samples are being sent to a commercial lab until a resolution is found.
Industrial waste discharge permit number FAY12 was transferred from Pinnacle Foods
Corporation to ConAgra Foods Packaged Foods, LLC (Conagra) effective January 1, 2020. All
permit requirements and conditions remained the same as the previous permit.
An annual compliance inspection was conducted at Superior Industries to determine compliance
status with the industrial waste discharge permit, City of Fayetteville Code, and 40 CFR Parts 403
and 433. No findings were discovered. Annual compliance sampling for metals and cyanide
was also performed at Superior. Results were within permit limits.
ADEQ and federal regulations require the city of Fayetteville to conduct a wastewater survey of
the users within service areas every three years. The reason for this survey is to determine if
users' wastewater could have a significant impact on the wastewater collection and treatment
system and its processes, as well as to confirm compliance with the Industrial Pretreatment
Program and the Discharge and Pretreatment Regulations in the Fayetteville code. Surveys were
mailed at the end of January and are due back to the IPP coordinator by the end of February.
Monthly surcharge and waste hauler reports were completed and sent to the City for billing. For
revenue generated from the IPP, see Table 2.
FAYETTEVILLE PROJECT-JACOBS 11
JACOBS MONTHLY REPORT—JANUARY 2020
Table 2: Revenue Generated from the IPP
Revenue
$84,076.04 ISurcharges on December data
$1,650.00 IFees from hauled waste accepted in January
$0.00 Other fees paid in January
$0.00 IFines assessed in January
Zero violations for all industrial users (Violations on December data
Revenue Generated
Industrial Pretreatment Program
$100,000
$so,oa0
560,000
$40,000
524,444
OMorrthfy5urcharge Fees p us Hauled Waste Fees ---�>—Cumulatne Fees
Figure 4: Revenue Total from surcharges, fees, and
Woolsey Wet Prairie
A final inspection was completed by Ozark Ecological Restoration (OER) in preparation of the
prescribed burn. Safety precautions, such as the bare -soil fire break and mown fire buffers, all
received favorable feedback from the burn contractor. Unfortunately, steady rain showers did
not leave a favorable weather window to execute this year's prescribed burn in January.
Nearly 6.5 inches of January rainfall marks 2020 as the second highest monthly accumulation
for this month since record tracking began in 1950. On only four other occasions, over a 70 -
year period, has January experienced 6 -plus inches of accumulated rainfall. To help facilitate
favorable prescribed burn site conditions, all stop -log boards have been pulled from the water
control structures to minimize volumes of stored water throughout the wetland cells. OER and
Jacobs will watch February forecasts closely for favorable burn conditions.
Community Outreach
The Ozarks Go contractors that have utilized the Mitchel Barn area of the BMS as a staging area
finished their clean up and left the site in January.
Washington County Search and Rescue K9 unit utilized BMS for training once during January.
BMS staff received a request for information from the property manager of the Pea Ridge
National Park concerning how the City of Fayetteville hay is priced to customers. The Parks
property manager also sells hay from the Park site and received our contact information from a
Benton County Extension Agent. We discussed the use of the lab test for Relative Forage Quality
as a simplistic method to price hay based on nutritive quality. Websites for research and
references, labs that perform the RFQ analysis, and general practices were discussed. The
FAYETTEVILLE PROJECT-JACOBS 12
JACOBS MONTHLY REPORT -JANUARY 2020
property manager was grateful for the information and time spent to share this unique method
of hay commodity pricing.
Jacobs team members collected 17 bags of trash from Broyles Road and Old Wire Road.
Roadside beautification on a crisp winter morning
Sustainability
BMS staff routinely search for waste reduction opportunities. A new solar house material
handling device was designed from a reused tire. Historically, a 100 -inch materials bucket is
used to push the biosolids up to the front of the solar house before loading into the dryer. This
OF
Val
slow
.• 1
t �
Improved solar house material handling by using a re -purposed tire
FAYETTEVILLE PROJECT- JACOBS 13
JACOBS MONTHLY REPORT -JANUARY 2020
process requires ten to fifteen passes down the 200 -foot length of the house to move all the
material. The tire scraper can move the same amount of material in four to six passes. This is a
60% improvement in labor, fuel consumption, and emissions reduction. Additional benefits
include; reduced wear on the bucket cutting edge and solar house floors and walls, and the
reuse/re-purposing of the large heavy equipment tire.
Health & Safety / Training
With more than 260 safety training events held throughout 2019, Jacobs is committed to
providing relevant and practical safety training to its employees. The team will place emphasis
on training, inspections, and hazard elimination going forward into 2020. This process starts with
Looking for existing hazards and developing a hierarchy of control matrix with low, moderate,
and elevated hazard identification. The matrix outlines the essential safety controls for hazards.
The primary level of protection in PPE (personal protective equipment) is to provide a physical
shield from the hazard, but the importance of other controls is also highlighted in the matrix.
Administrative actions include staff rotation, frequent breaks, and observation of co-workers. The
final and preferred approach is to engineer a solution that eliminates a hazard. This step follows
closely within the Jacobs brand to aim higher, challenge the accepted, and utilize the resourceful
ingenuity of our employees.
Lab and IPP attended the Jacobs environmental scorecard training webinar.
Brenda Nunnally, with Jacobs Compliance & Reporting, provided onsite IPP training, specifically
related to the sewer use ordinance and industrial permits
FAYETTEVILLE PROJECT-JACOBS 14
JACOBS MONTHLY REPORT -JANUARY 2020
Appendix A
Table 3: White River Effluent Characteristics
Table 4: White River Effluent Characteristics— Minerals
20,940
119 12,505
76 3,809
1
1
,m9m 1
,mqm 1
3,809
FAYETTEVILLE PROJECT-JACOBS 15
JACOBS MONTHLY REPORT -JANUARY 2020
Table 5: Goose Creek Effluent Characteristics
167.9 1.0 84
10.7 7.1 7.5
10.8 2.0 167.9 1.0 84 0.1 5.9 0.2 17.4 10.7 7.1 7.5
FAYETTEVILLE PROJECT- JACOBS 16
Noland
Monthly
Hydraulic
BOD
Organic
TSS —110�
PO4 PO4
NH3 NH3
WRRF
Average
Loadings
Loading
Loading
Loading Loading
Loading Loading
Loading Loading
Percent
Flow
Percent
Obs/d)
Percent
Obs/d) Percent
Obs/d) Percent
(lbs/d) Percent
(MGD)
of Design
Design
of
of
of
of
Design
Design
Design
Design
Designed
Ir
1111
� 1�1111111
1
(Annual
a
January
February
March
April
May
June
July
August
September
October
November
December
Average
West Side WRRF Monthly
Hydraulic
BOD Organic
TSS W� TSS-M=rPO4
PO4
NH3 NH3
Average
Loadings
Loading Loading
Loading Loading Loading
Loading
Loading Loading
Flow
Percent
(lbs/d) Percent
(lbs/d) Percent (lbs/d)
Percent
(lbs/d) Percent
(MGD)
of Design
of
of
of
of
Design
Design
Design
Design
Designed
(Annual Avg.)
January
February
March
April
May
June
July
August
September
October
November
December
Average
JACOBS MONTHLY REPORT—JANUARY 2020
Table 8: Monthly Energy Usage and Expenditure
NOTE: January costs are not accurately reflecting the impact of the solar project. Efforts to interpret the total costs are underway.
Data for 2020 Noland gas use (CCF) and cost is not available due to metering issues.
FAYETTEVILLE PROJECT-JACOBS 18
Million
Cost per
2019
kWh
Electric Cost
CCF
Gas Cost
Gallons
Total Cost
Million
Gallons
Noland
885,764
$50,476.23
42,890
$26,391.14
247
$76,867.37
West Side
651.180
$40,103.97
5,525
$4,371.52
345
$44,475.49
Hamstring
266,400
$17,715.42
-
$-
-
$17,715.42
Totals
1,803,344
$108,295.62
48,415
$30,762.66
592
$139,058.28
$234.84
FAYETTEVILLE PROJECT-JACOBS 18
Million
Cost per
2020
kWh
Electric Cost
CCF
Gas Cost
Gallons
Total Cost
Million
Gallons
Noland
652,800
$28,478.16
(42,890)
217
$28,478.16
West Side
424,800
$31,019.67
5,262
$4,609.99
336
$35,629.66
Hamstring
239,400
$18,900.45
-
$-
-
$18,900.45
Totals
1,317,000
$78,398.28
5,262
$4,609.99
553
$83,008.27
$150.11
FAYETTEVILLE PROJECT-JACOBS 18
Million
Cost per
Variance
kWh
Electric Cost
CCF
Gas Cost
Gallons
Total Cost
Million
Gallons
Noland
(232,964)
$(21,998.07)
(42,890)
(30)
$(48,389.21)
West Side
(226,380)
$(9,084.30)
(263)
$238.47
(9)
$(8,845.83)
Hamstring
(27,000)
$1,185.03
-
$-
-
$1,185.03
Totals
(486,344)
$(29,897.34)
-43153
-39
$(56,050.01)
$1,431.67
FAYETTEVILLE PROJECT-JACOBS 18
JACOBS MONTHLY REPORT -JANUARY 2020
Table 9: Labor Status
Admin
Job
Employee
FAY %
Department
Title
Name
FTE
Admin
Area Manager
Greg Weeks
95%
Admin
Assistant Project Manager
Matt Benton
60%
Admin - SCADA
SCADA Supervisor
Mayo Miller
100%
Admin - Operations
Operations Manager
Tim Luther
100%
Admin - Operations
Operations Supervisor
VACANT
80%
Admin
Environmental Specialist
Jeff Hickle
100%
Admin
Health, Safety, Compliance Professional
Wes Cloud
70%
BMS
Operator
Brandi Miller-
100%
Admin
Project Coordinator
Ben Shondelmyer
70%
BMS
Operator In Training
DeWeese
100%
Admin
Administrative Assistant
Christy Taylor
100%
Admin
Administrative Assistant
Kassandra Foster
100%
BMS
Lead Operator
Jerry Genz
100%
BMS
Lead Operator
John Tenberge
100%
BMS
Equipment Operator
Johnnie Deason
100%
BMS
Equipment Operator
Anthony DeJesus
100%
BMS
Equipment Operator
Rick Witherspoon
100%
BMS
Equipment Operator
Chris Howard
100%
BMS
Operator I
David Dajani
100%
BMS
Operator
Peter Burrow
100%
BMS
Operator In Training
Ben Shondelmyer
100%
BMS
Operator In Training
Todd Bachman
100%
BMS
Operator In Training
Rony Ralpho
100%
BMS
Operator In Training
Mike Reed
100%
LAB
Admin-Lab/IPP Supervisor
Thom Vinson
80%
LAB
Industrial Pretreatment Coordinator
Ashley Gregg
100%
LAB
Lead Laboratory Analyst
Nicholas King
100%
LAB
Laboratory Analyst II
Donna McChristian
100%
LAB
Laboratory Analyst
Madeline Graham
100%
Maint
Maintenance Supervisor
Joshua Apeman
100%
Maint
Lead Mechanic
Brian Daniels
80%
Maint
Lead Electrician
Tim Marr
100%
Maint
Mechanic
Kevin Inkster
100%
Maint
Mechanic
Buddy Carter
100%
Maint
Mechanic
Steve Cook
100%
Maint
Mechanic
Michael Spohn
100%
Maint
Mechanic
Philip Beach
100%
Maint
Mechanic In Training
David Abbott
100%
Operations
Operations Supervisor
Austin Ramsfield
100%
Operations
Lead Operator
Vacant
100%
Operations
Operator
Anthony Ramsfield
100%
Operations
Operator
Shawn Santellanes
100%
Operations
Operator
Travis Patton
100%
Operations
Operator In Training
Tom Meunier
100%
Operations
Operator
Justin Sweeney
100%
FAYETTEVILLE PROJECT-JACOBS 19
JACOBS MONTHLY REPORT -JANUARY 2020
Operations
Operator In Training
Grace Germon
100%
Operations
Operator In Training
Rick Dollarhide
100%
Operations
Operator In Training
Kasey Lybrant
100%
SCADA
Instrument & Control Tech
Pat Cooley
92%
SCADA
Instrument & Control Tech
Vacant
100%
47.0
Filled Positions = 45.0
Filled FTE's= 43.3
TEMPS
BMS Engineering Intern, U of A Olivea Groeber 100.00%
Admin Engineering Intern, U of A Summer Wilkie 100.00%
Maint Engineering Intern, U of A VACANT 100.00%
SPECIAL PROJECTS
(Performed in scope)
FAYETTEVILLE PROJECT- JACOBS 20