HomeMy WebLinkAbout2023-02-14 - Agendas - FinalCITY OF
FAYETTEVILLE
ARKANSAS
MEETING AGENDA
Water, Sewer, and Solid Waste Committee
14 February 2023
5:30 P.M.
(Or immediately following City Council Agenda Session)
This is a Virtual Meeting
Committee: Council Member Teresa Turk, Council Member D'Andre Jones, Council Member
Mike Wiederkehr, Council Member Scott Berna
Copy to: Mayor Lioneld Jordan, Paul Becker, Susan Norton, Kara Paxton, Kit Williams,
Chris Brown, Alan Pugh, Terry Gulley, Peter Nierengarten, Brian Pugh, Corey
Granderson, Aaron Watkins, Greg Weeks, Jan Guy, Brad Schleeter, Aaron Boll
From: Tim Nyander, Utilities Director
CALL TO ORDER
UPDATES
OLD BUSINESS:
NEW BUSINESS:
1. Surveying Services for Rockwood Trail
Upon review of the City's 2023 Paving Plan, the Rockwood Trail waterline was identified as an
aging line with frequent leaks and repairs needed. For this reason, Water/Sewer requested the
paving be delayed until a replacement project could be completed. To save time and money, the
City's Engineering Division will perform the project engineering design of this project once
survey is completed. This project would create a uniform 8" PVC waterline for approximately
5,000-feet.
McClelland Consulting Engineers, Inc. was selected for citywide on -call survey services in
February 2022 (RFQ #22-01, Selection #3). This survey by McClelland will allow the
Engineering Division to perform their waterline design, prepare plans and specifications, and bid
the project for construction in a timely, cost-effective manner. Rockwood currently has several
older waterlines in multiple sizes and materials.
Staff recommends approval of a contract with McClelland Consulting Engineers, Inc. in the
amount of $57,110.00 for field survey services on Rockwood Trail to support the Engineering
Division's design of waterline replacements.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
2. Sewer Damage Claim — 2143 Loren Circle — Lawrence Schemel
On November 21, 2022, the City of Fayetteville experienced a sewer overflow on 2143 Loren
Circle, owned by Lawrence Schemel. The sewer overflow caused water damage to the property.
Mr. Schemel's property received extensive damage due to the overflow, requiring the tenants to
move out so renovations can take place. The water damage occurred in the living room, kitchen,
bedrooms, and bathrooms of the home. Floors, cabinets, sheetrock, and trim were damaged
and will require repair and then painting.
Three competitive bids were obtained for repairs, with JM Roofing & Construction being the
most economical at $35,847.65. Mr. Schemel's insurance paid his limit of $2,500.00 toward the
claim, leaving a total reimbursement of $33,347.65. Staff requests approval to reimburse
Lawrence Schemel in the amount of $33,347.65 to pay for the necessary repairs.
Per City Code Section 39.10 — Water and Wastewater Damage Claims, "The Utilities
Department Director may not authorize any payment greater than $10,000.00 for any claim
pursuant to this section. The Mayor may request the City Council to authorize an amount
greater than $10,000.00 by resolution, but in no case shall the city pay more than $25,000.00
pursuant to this claims procedure for a damage claim related to a water or wastewater utility
infrastructure occurrence unless in an extraordinary case the Mayor recommends and the City
Council by two-thirds (2/3) majority approves an exemption from the $25,000.00 damage cap and
approves a payment up to $50,000.00."
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
3. Elkins Water Service Agreement
The City of Fayetteville's water supply distribution system has the capacity capable of serving its
citizens as well as the City of Elkins. The City of Elkins currently purchases wholesale water
from the City of Fayetteville for distribution within its present service area.
The current agreement with the City of Elkins to furnish them with potable water is expired, and
City staff recently drafted a new Water Purchase Agreement that has been agreed to and
signed by the City of Elkins. This agreement was reviewed and approved by the City Attorney's
Office. The term of this agreement shall extend for a term of ten (10) years from the date of the
signature and may be renewed for further terms as agreed upon by both Cities.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
4. Presentation — Lake Fayetteville Water Quality Study
There will be a presentation by Olsson Engineering to discuss the Lake Fayetteville water
quality study that kicked off last August
INFORMATION ONLY
5. Overview of WWTP Monthly Report
December's Monthly WWTP Report
PRESENTATIONS
Lake Fayetteville Water Quality Study
ATTACHMENTS
Engineer's Surveying Agreement
Quotes for Repairs - 2143 Loren Circle
Elkins Water Service Agreement
December WWTP Report
ADJOURN
Next Water, Sewer, Solid Waste Committee meets on
Tuesday, March 141", 2023, at 5:30 p.m.
M[CLELLAND
1580 E. Stearns Street
lfl
CONSULTING Fayetteville, AR 73703 "CE�479-443-2377/Fax 479-443-9241
ENGINEERS, INC. www.mce.us.com
January 27, 2023
Mr. Matt Casey, P.E.
Engineering Design Manager
City of Fayetteville
125 West Mountain Street
Fayetteville, AR. 72701
Re: Proposal for Surveying Services:
Design survey mapping on East Rockwood Trail, Fayetteville, AR.
Dear Mr. Casey:
As requested, we are presenting herewith a proposed engineering services contract
between McClelland Consulting Engineers, Inc., hereinafter referred to as the
ENGINEER, and City of Fayetteville, Arkansas, hereinafter referred to as the OWNER,
which is associated with the provision of professional services as defined in Article 1,
and for the consideration defined in Article 2 hereinafter.
The OWNER would like for the ENGINEER to provide design survey mapping for a
proposed water line along East Rockwood Trail in Fayetteville, AR as shown on the
attach EXHIBIT A.
The ENGINEER will complete the tasks as outlined in Article 1.
ARTICLE 1
Task 1 — Design Survey Mapping
ENGINEER will complete a detailed design survey along East Rockwood Trail in
Fayetteville. The survey will begin at the intersection of East Rockwood Trail and
North Missouri Boulevard and proceed east to the easterly end of East
Rockwood Trail, approximately 5000 feet. The mapping width will be 40 foot
wide, 20 feet on each side of the road centerline. The design survey limits are
shown on the attached drawing. Design survey details typically shown on the
final drawing include (but are not limited to): contours, flowlines, utility poles and
pedestals, roads, edges of asphalt, curb lines, sidewalks, storm water manholes
and structures, drainage pipes, ditches, sanitary sewer manholes with inverts,
water meters, water valves, fire hydrants and utility marks provided by a utility
location service. Property pins will be located as part of the mapping. Deeds of
properties adjoining the mapping route will be reviewed and resolved and the
right of way lines along East Rockwood Trail will be shown on the final drawing.
City of Fayetteville, AR.
2023 Water & Sewer On -Call Services, East Rockwood Trail
January 27, 2023
Page 2
ARTICLE 2
Task 1 — Design Survey Mapping
• Payment for the design survey mapping shall be a lump sum fee plus direct
expense basis. Total fee for professional services is anticipated not to exceed
$57,110. Payments shall be made in monthly installments as surveying
progresses.
ARTICLE 3
It is understood that time is of essence and that the ENGINEER shall endeavor to plan
and provide his services in a timely manner.
ARTICLE 4
It is further mutually agreed by the parties hereto:
• That the OWNER shall make available to the ENGINEER all technical data in the
OWNER's possession including maps and other information required by the
ENGINEER and relating to his work.
• That, the ENGINEER shall maintain a level of competency presently maintained
by other practicing professional surveyors in the same type of work for the
professional and technical soundness and accuracy of all drawings, and other
work and materials furnished under this Agreement.
• All documents including drawings, specifications, estimates, field notes and other
data pertaining to the work or to the project shall become the property of the
OWNER.
• That the ENGINEER's direct expenses are defined as the costs incurred on or
directly for the Project, other than the Salary and General Overhead Costs, as
defined hereinbefore. Such direct expenses shall be computed on the basis of
actual purchase price for items obtained from commercial sources and on the
basis of usual commercial charges for items provided by the ENGINEER.
Direct expenses shall include, but not be limited to, necessary transportation
costs, (including mileage at the ENGINEER'S current rate per mile when the
ENGINEER's own automobiles are used and the project is greater than 20 miles
from ENGINEERS's Fayetteville office); meals and lodging; title and easement
City of Fayetteville, AR.
2023 Water & Sewer On -Call Services, East Rockwood Trail
January 27, 2023
Page 3
searches; utility locates; and review fees for documents submitted to city or
regional planning offices.
a. Anticipated direct expenses for this project include:
i. Utility locate fees (Estimated cost: $1500)
b. Whenever possible, if other direct expenses not listed here are needed to
complete the scope of work of this project, ENGINEER will discuss the
items needed and costs associated with said items with the OWNER prior
to engaging services/making purchases.
• That the OWNER may, from time to time, request changes in the scope of the
services of the ENGINEER to be performed hereunder. Such changes, including
any increase or decrease in the amount of the ENGINEER'S compensation,
which are mutually agreed upon by and between the OWNER and the
ENGINEER, shall be incorporated in written amendments to this Agreement.
• Payment for professional services provided by the ENGINEER are due within 30
days of invoice receipt.
All documents including drawings, specifications, estimates, field notes, and
other data pertaining to the work or to the Project shall become the property of
the OWNER. The OWNER shall not be restricted in the subsequent use of the
design, design documents, or ideas incorporated in the work. However, the
ENGINEER shall bear no responsibility for such reuse of the design unless
specifically agreed to in writing.
We appreciate the opportunity to present this proposal to you. If you are in agreement,
please sign and date in the spaces provided below and return a copy to our office.
Sincerely,
McClelland Consulting Engineers, Inc.
Paul Walla, PLS
Survey Department Manager
McClelland Consulting Engineers, Inc is hereby authorized to proceed in accordance
with the foregoing proposal.
Name Title Date
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Agal".., JM Roofing & Construction
Client: Larry Schemel
Property: 2143 Loren Cir
Fayetteville, AR 72701
Operator: INF02
Estimator: Jane Fraley
Company: JM Roofing
Business: 700 W Oak St
Rogers, AR 72756
Type of Estimate: Water Damage
Date Entered: 12/22/2022
Price List: ARFA8X DEC22
Labor Efficiency: Restoration/Service/Remodel
Estimate: LARRY-SCHEMEL-RESTOR
Date Assigned: 12/21/2022
Home: (479) 200-0070
Business: (479) 381-0006
E-mail: oadmin@rogersroofingpros.
com
r JM Roofing & Construction
LARRY-SCHEM EL-RESTOR
Main Level
Main Level
DESCRIPTION QTY
1. Haul debris - per pickup truck load - including dump fees 1.00 EA
2. Final cleaning - construction - Residential 1,585.40 SF
Master Bedroom Height: Peaked
Subroom: Powder Area (1) Height: Peaked
Subroom: MB Closet (2) Height: 8'
Subroom: Room13 (3) Height: 8'
DESCRIPTION QTY
3. 1/2" - drywall per LF - up to T tall
9.92 LF
4. R&R Tile floor covering - High grade
13.03 SF
5. Additional labor to remove tile from concrete slab
13.03 SF
6. Floor preparation for resilient flooring - Heavy
13.03 SF
7. R&R Vanity
4.00 LF
8. Cabinet knob or pull
4.00 EA
9. Seal & paint vanity - faces only
12.17 LF
10. Countertop - Granite or Marble
8.33 SF
11. Sink - single
1.00 EA
12. Sink faucet - Bathroom
1.00 EA
13. Angle stop valve
2.00 EA
14. Plumbing fixture supply line
2.00 EA
15. Baseboard - 3 1/4"
85.05 LF
16. Paint baseboard - one coat
85.05 LF
17. Mask and prep for paint - plastic, paper, tape (per LF)
98.55 LF
18. Paint the walls - one coat
744.29 SF
19. Carpet
295.42 SF
20. Carpet pad
233.63 SF
21. T- molding - for wood flooring
2.50 LF
MB Bath
Subroom: MB Shower (1)
DESCRIPTION
22. Toilet - Detach & reset
23. 1/2" - drywall per LF - up to T tall
24. Floor preparation for resilient flooring - Heavy
Height: 8'
Height: 8'
QTY
1.00 EA
8.58 LF
17.92 SF
LARRY-SCHEMEL-RESTOR 12/23/2022 Page:2
"= JM Roofing & Construction
CONTINUED - MB Bath
DESCRIPTION
25. Additional labor to remove tile from concrete slab
26. R&R Tile floor covering - High grade
27. Baseboard - 3 1/4"
28. Mask and prep for paint - plastic, paper, tape (per LF)
29. Paint baseboard - one coat
30. Paint the walls and ceiling - one coat
QTY
17.92 SF
17.92 SF
12.17 LF
22.17 LF
12.17 LF
207.75 SF
Hall Bath
Subroom: Hall Shower (1)
DESCRIPTION
Height: 8'
Height: 8'
QTY
31. Toilet - Detach & reset
1.00 EA
32. 1/2" - drywall per LF - up to T tall
12.00 LF
33. Floor preparation for resilient flooring - Heavy
23.75 SF
34. Additional labor to remove tile from concrete slab
23.75 SF
35. R&R Vanity
2.50 LF
36. R&R Tile floor covering - High grade
37.08 SF
37. Seal & paint vanity - faces only
4.50 LF
38. Cabinet knob or pull
2.00 EA
39. Sink - single
1.00 EA
40. Sink faucet - Bathroom
1.00 EA
41. Angle stop valve
2.00 EA
42. Plumbing fixture supply line
2.00 EA
43. Baseboard - 3 1/4"
12.00 LF
44. Mask and prep for paint - plastic, paper, tape (per LF)
26.67 LF
45. Paint the walls - one coat
200.33 SF
46. R&R T- molding - for wood flooring
2.33 LF
Bedroom 1
Height: 8'
Subroom: BRI Closet (1)
Height: 8'
DESCRIPTION
QTY
47. 1/2" - drywall per LF - up to T tall
12.00 LF
48. R&R Closet Organizer - Melamine
5.33 LF
Repair closet built-in
49. Baseboard - 3 1/4"
62.67 LF
50. Mask and prep for paint - plastic, paper, tape (per LF)
62.67 LF
51. Paint the walls - one coat
501.33 SF
52. Paint baseboard - one coat
62.67 LF
53. Seal & paint closet shelving
5.33 LF
LARRY-SCHEMEL-RESTOR
12/23/2022 Page:3
JM Roofing & Construction
CONTINUED - Bedroom 1
DESCRIPTION
QTY
54. Carpet
203.75 SF
55. Carpet pad
148.00 SF
56. T- molding - for wood flooring
2.50 LF
57. Interior door - Reset - slab only
1.00 EA
58. Bifold door set - (4 slabs only) - Double reset
1.00 EA
Bedroom 2
Height: 8'
Subroom: BR2 Closet (1)
Height: 8'
DESCRIPTION
QTY
59. 1/2" - drywall per LF - up to T tall
10.00 LF
60. Baseboard - 3 1/4"
62.00 LF
61. Mask and prep for paint - plastic, paper, tape (per LF)
62.00 LF
62. Paint the walls - one coat
496.00 SF
63. Paint baseboard - one coat
62.00 LF
64. Carpet
200.50 SF
65. Carpet pad
150.00 SF
66. T- molding - for wood flooring
2.50 LF
67. Interior door - Reset - slab only
1.00 EA
68. Bitbld door set - (4 slabs only) - Double reset
1.00 EA
Living Room
Height: 10'
Subroom: Hallway (2)
Height: 8'
Subroom: Coat Closet (1)
Height: 8'
Subroom: Linen Closet (3)
Height: 8'
DESCRIPTION
QTY
69. 1/2" - drywall per LF - up to T tall
10.00 LF
70. Baseboard - 3 1/4"
117.08 LF
71. Mask and prep for paint - plastic, paper, tape (per LF)
114.24 LF
72. Paint the walls - one coat
1,041.15 SF
73. Paint baseboard - one coat
117.08 LF
74. Floor preparation for resilient flooring - Heavy
437.54 SF
75. R&R Engineered wood flooring - High grade
437.54 SF
76. Add for glued down application over concrete substrate
437.54 SF
77. T- molding - for wood flooring
8.25 LF
Entry Height: 10'
LARRY-SCHEMEL-RESTOR 12/23/2022 Page:4
'• JM Roofing & Construction
DESCRIPTION QTY
78. R&R Tile floor covering - High grade
30.73 SF
79. Additional labor to remove tile from concrete slab
30.73 SF
80. Floor preparation for resilient flooring - Heavy
30.73 SF
81. Baseboard - 3 1/4"
17.58 LF
82. Mask and prep for paint - plastic, paper, tape (per LF)
17.58 LF
83. Paint the walls - one coat
175.83 SF
84. Paint baseboard - one coat
17.58 LF
Kitchen
Height: 10'
DESCRIPTION
QTY
85. Floor preparation for resilient flooring - Heavy
66.51 SF
86. Additional labor to remove tile from concrete slab
66.51 SF
87. R&R Tile floor covering - High grade
66.51 SF
88. Baseboard - 3 1/4"
16.58 LF
89. Mask and prep for paint - plastic, paper, tape (per LF)
31.83 LF
90. Paint cabinetry - lower - faces only
24.00 LF
91. Paint the walls - one coat
272.58 SF
92. Paint baseboard - one coat
16.58 LF
Laundry Room
Height: 8'
DESCRIPTION
QTY
93. Laundry tub - Detach & reset
1.00 EA
94. Floor preparation for resilient flooring - Heavy
54.47 SF
95. R&R Tile floor covering - High grade
54.47 SF
96. Additional labor to remove tile from concrete slab
54.47 SF
97. Baseboard - 3 1/4"
32.67 LF
98. R&R Cabinetry - lower (base) units
2.75 LF
99. R&R Cabinetry - upper (wall) units
2.75 LF
100. Cabinet knob or pull
4.00 EA
101. Mask and prep for paint - plastic, paper, tape (per LF)
32.67 LF
102. Paint baseboard - one coat
32.67 LF
103. Paint the walls - one coat
261.33 SF
104. Paint cabinetry - lower - faces only
3.00 LF
105. Paint cabinetry - upper - faces only
3.00 LF
Garage
Height: 9'
DESCRIPTION
QTY
106. Clean with pressure/chemical spray - Heavy
696.00 SF
LARRY-SCHEMEL-RESTOR 12/23/2022 Page:5
rm� M"m JM Roofing & Construction
CONTINUED - Garage
DESCRIPTION
QTY
107. 1/2" - drywall per LF - up to 2' tall 8.25 LF
108. Baseboard - 3 1/4" 77.33 LF
109. Mask and prep for paint - plastic, paper, tape (per LF) 77.33 LF
110. Paint the walls - one coat 696.00 SF
111. Paint baseboard - one coat 77.33 LF
Grand Total
Grand Total Areas:
4,703.51 SF Walls
1,585.40 SF Floor
0.00 SF Long Wall
1,585.40 Floor Area
1,907.39 Exterior Wall Area
0.00 Surface Area
0.00 Total Ridge Length
Jane Fraley
1,646.87 SF Ceiling
176.16 SY Flooring
0.00 SF Short Wall
1,761.17 Total Area
193.83 Exterior Perimeter of
Walls
0.00 Number of Squares
0.00 Total Hip Length
$35,847.65
6,350.38 SF Walls and Ceiling
532.63 LF Floor Perimeter
562.87 IF Ceil Perimeter
4,703.51 Interior Wall Area
0.00 Total Perimeter Length
LARRY-SCHEMEL-RESTOR 12/23/2022 P'age:6
Client: Schemel, Larry
Property: 2143 Loren Circle
Fayetteville, AR
Operator: JDAVIS
Estimator: Andrew Davis
Company: Northwest Restoration
Business: 1380 Oak Grove Rd
Springdale, AR 72762
Type of Estimate:
Date Entered: 12/19/2022
Price List:
ARFA8X_DEC22
Labor Efficiency:
Restoration/Service/Remodel
Estimate:
2143-SCHEMEL
File Number:
2143-Schemel
estimate to be revised if trim cannot be matched
estimate to be revised if additional damages are found
not responsible for paint/stain to match perfectly
Date Assigned:
Home: (479) 200-0070
Business: (479) 750-7821
2143-SCHEMEL
Main Level
Main Level
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
1. Dumpster load -Approx. 12 yards, I- 1.00 EA 474.80 0.00 56.01 99.71 630.52
3 tons of debris
2. Cleaning Technician - per hour 16.00 HR 0.00 48.12 90.83 161.68 1,022.43
3, Content Manipulation charge - per 8.00 HR 0.00 46.69 0.00 78.44 451.96
hour
move around contents so flooring, trim, paint can be installed
Total: Main Level 146.84 339.83 2,104.91
Entry/Foyer
1F 1
Missing Wall
DESCRIPTION
180.83 SF Walls
212.79 SF Walls & Ceiling
3.55 SY Flooring
18.08 LF Ceil. Perimeter
Height: 10'
31.96 SF Ceiling
31.96 SF Floor
18.08 LF Floor Perimeter
4' 11" X 10' Opens into LIVING -ROOM
QTY RESET REMOVE REPLACE TAX O&P TOTAL
4. Additional labor to remove tile from
31.96 SF
1.84
0.00
0.00
12.35
71.16
concrete slab
5. R&R Tile floor covering
31.96 SF
2.66
9.45
35.63
81.27
503.93
6. Baseboard - 3 1/4"
18.08 LF
0.00
3.30
3.05
13.18
75.89
7. Paint baseboard - two coats
18.08 LF
0.00
1.31
0.25
5.04
28.97
8. Paint the walls - one coat
180.83 SF
0.00
0.62
2.47
24.06
138.64
Totals: Entry/Foyer 41.40 135.90 818.59
H•i M-16. Living Room
1j 1 Living Room L
7.
Missing Wall - Goes to Floor
Missing Wall
Missing Wall
2143-SCHEMEL
700.93 SF Walls
1,077.68 SF Walls & Ceiling
41.86 SY Flooring
75.17 LF Ceil. Perimeter
Height: 10'
376.74 SF Ceiling
376.74 SF Floor
68.17 LF Floor Perimeter
3' 11" X 6' 8" Opens into KITCHEN
4' 11" X 10' Opens into ENTRY _FOYER
3' 1" X 10' Opens into HALLWAY
12/20/2022
Page: 2
CONTINUED - Living Room
2 3
Subroom: Coat CL (1) Height: 8'
a-�
108.28 SF Walls 9.48 SF Ceiling
0 117.77 SF Walls & Ceiling 9.48 SF Floor
n'pns CL tl I / . 1.05 SY Flooring 13.54 LF Floor Perimeter
4' 9" ��r 13.54 LF Ceil. Perimeter
�_52
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
9. Drywall patch / small repair, ready
1.00 EA
0.00
63.84
0.36
13.48
77.68
for paint
10. Add for glued down application
386.23 SF
1.60
1.15
52.41
223.06
1,337.60
over concrete substrate
11. R&R Engineered wood flooring
386.23 SF
2.49
9.06
412.83
936.80
5,810.58
12. R&R T- molding - for wood
12.00 LF
0.41
7.72
10.93
20.48
128.97
flooring
13. Baseboard - 3 1/4"
81.71 LF
0.00
3.30
13.78
59.52
342.94
14. Base shoe
81.71 LF
0.00
1.47
6.05
26.50
152.66
15. Paint baseboard - two coats
81.71 LF
0.00
1.31
1.12
22.70
130.86
16. Seal & paint base shoe or quarter
81.71 LF
0.00
0.74
0.96
12.91
74.34
round
17. Paint the walls - one coat
809.22 SF
0.00
0.62
11.05
107.69
620.46
Totals: Living Room 509.49 1,423.14 8,676.09
Hallway
J cn• [ 223.33 SF Walls
6'y s" H°'
F3n1[wav 261.36 SF Walls & Ceiling
_
6"'1 4.23 SY Flooring
27.92 LF Ceil. Perimeter
Missing Wall
�--21 7
FF
3' 1" X 8'
Subroom: Linen (1)
58.67 SF Walls
61.97 SF Walls & Ceiling
0.37 SY Flooring
7.33 LF Ceil. Perimeter
Height: 8'
38.03 SF Ceiling
38.03 SF Floor
27.92 LF Floor Perimeter
Opens into LIVING_ROOM
Height: 8'
3.30 SF Ceiling
3.30 SF Floor
7.33 LF Floor Perimeter
2143-SCHEMEL 12/20/2022 Page:3
CONTINUED - Hallway
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
18. Add for glued down application
41.33 SF
1.60
1.15
5.60
23.86
143.12
over concrete substrate
19. R&R Engineered wood flooring
41.33 SF
2.49
9.06
44.18
100.25
621.79
20. R&R T- molding - for wood
12.00 LF
0.41
7.72
10.93
20.48
128.97
flooring
21. Baseboard - 3 1/4"
35.25 LF
0.00
3.30
5.95
25.69
147.97
22. Base shoe
35.25 LF
0.00
1.47
2.61
11.43
65.86
23. Paint baseboard - two coats
35.25 LF
0.00
1.31
0.48
9.80
56.46
24. Seal & paint base shoe or quarter
35.25 LF
0.00
0.74
0.41
5.57
32.07
round
25. Paint the walls - one coat
282.00 SF
0.00
0.62
3.85
37.52
216.21
Totals: Hallway 74.01 234.60 1,412.45
-
{ H�Ilway
4
F«ti`
-
ix,1
`
I}� Bed I
I
-
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�13' 1"-�
DESCRIPTION
Bed 1
377.33 SF Walls
515.75 SF Walls & Ceiling
15.38 SY Flooring
47.17 LF Ceil. Perimeter
QTY RESET REMOVE REPLACE
Height: 8'
138.42 SF Ceiling
138.42 SF Floor
47.17 LF Floor Perimeter
TAX O&P TOTAL
26. Tackless strip - per LF
47.17 LF
0.00
0.61
3.40
6.05
38.22
27. Carpet pad
138.42 SF
0.00
0.64
10.45
18.61
117.65
28. Carpet
159.18 SF
0.00
3.68
69.10
123.02
777.90
29. Baseboard - 3 1/4"
47.17 LF
0.00
3.30
7.96
34.37
197.99
30. Paint baseboard - two coats
47.17 LF
0.00
1.31
0.64
13.11
75.54
31. Paint the walls - one coat
377.33 SF
0.00
0.62
5.15
50.21
289.30
Totals: Bed 1 96.70 245.37 1,496.60
F"T 4" �
OFF-
CL1
116.00 SF Walls
126.50 SF Walls & Ceiling
1.17 SY Flooring
14.50 LF Ceil. Perimeter
Height: 8'
10.50 SF Ceiling
10.50 SF Floor
14.50 LF Floor Perimeter
2143-SCHEMEL 12/20/2022 Page:4
CONTINUED - CL1
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
32. R&R Closet shelf and rod package
17.00 LF
3.98
17.72
7.39
79.02
455.31
33. Tackless strip - per LF
14.50 LF
0.00
0.61
1.04
1.86
11.75
34. Carpet pad
10.50 SF
0.00
0.64
0.80
1.41
8.93
35. Carpet
12.08 SF
0.00
3.68
5.24
9.34
59.03
36. Baseboard - 3 1/4"
14.50 LF
0.00
3.30
2.45
10.57
60.87
37. Paint baseboard - two coats
14.50 LF
0.00
1.31
0.20
4.03
23.23
38. Paint the walls - one coat
116.00 SF
0.00
0.62
1.58
15.43
88.93
39. Seal & paint closet shelving
17.00 LF
0.00
8.35
2.50
30.35
174.80
Totals: CL1 21.20 152.01 882.85
Hall Bath
fallway „6., Bed 2 Height: 8'
0-8- 5"
t'r., 416.00 SF Walls 151.58 SF Ceiling
1 Bed 567.58 SF Walls & Ceiling 151.58 SF Floor
16.84 SY Flooring 52.00 LF Floor Perimeter
52.00 LF Ceil. Perimeter
1-5- 1 1 --1
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
40. Tackless strip - per LF
52.00 LF
0.00
0.61
3.74
6.66
42.12
41. Carpet pad
151.58 SF
0.00
0.64
11.45
20.37
128.83
42. Carpet
174.32 SF
0.00
3.68
75.69
134.72
851.91
43, Baseboard - 3 1/4"
52.00 LF
0.00
3.30
8.77
37.89
218.26
44. Paint baseboard - two coats
52.00 LF
0.00
1.31
0.71
14.45
83.28
45. Paint the walls - one coat
416.00 SF
0.00
0.62
5.68
55,36
318.96
Totals: Bed 2 106.04 269.45 1,643.36
7 _ CL2 Height:81
j 118.67 SF Walls 10.83 SF Ceiling
129.50 SF Walls & Ceiling 10.83 SF Floor
1.20 SY Flooring 14.83 LF Floor Perimeter
14.83 LF Ceil. Perimeter
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
46. R&R Closet shelf and rod package 17.00 LF 3.98 17.72 7.39 79.02 455.31
2143-SCHEMEL 12/20/2022 Page:5
CONTINUED - CL2
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
47. Tackless strip - per LF
14.83 LF
0.00
0.61
1.06
1.91
12.02
48. Carpet pad
10.83 SF
0.00
0.64
0.82
1.45
9.20
49. Carpet
12.46 SF
0.00
3.68
5.41
9.63
60.89
50. Baseboard - 3 1/4"
14.83 LF
0.00
3.30
2.50
10.80
62.24
51. Paint baseboard - two coats
14.83 LF
0.00
1.31
0.20
4.12
23.75
52. Paint the walls - one coat
118.67 SF
0.00
0.62
1.62
15.79
90.99
53. Seal & paint closet shelving
17.00 LF
0.00
8.35
2.50
30.35
174.80
Totals: CL2 21.50 153.07 889.20
Hall Bath
Flall iiath
DESCRIPTION
212.00 SF Walls
253.25 SF Walls & Ceiling
4.58 SY Flooring
26.50 LF Ceil. Perimeter
Height: 8'
41.25 SF Ceiling
41.25 SF Floor
26.50 LF Floor Perimeter
QTY RESET REMOVE REPLACE TAX O&P TOTAL
54. Detach & Reset Toilet
1.00 EA
55. Additional labor to remove tile
41.25 SF
from concrete slab
56. R&R Tile floor covering
41.25 SF
57. Detach & Reset Mirror - 1/4" plate
12.00 SF
glass
estimate to be revised if mirror breaks
58. R&R Custom cabinets - base units
2.60 LF
59. R&R Countertop subdeck -
12.00 SF
plywood
60. R&R Countertop - flat laid plastic
6.00 LF
laminate
61. Detach & Reset Sink -single
1.00 EA
62. Detach & Reset Sink faucet -
1.00 EA
Bathroom
63. R&R P-trap assembly - ABS
1.00 EA
(plastic)
64. Baseboard - 3 1/4"
26.50 LF
65. Paint baseboard - two coats
26.50 LF
66. Paint the walls - one coat
212.00 SF
67. Prime cabinets
2.60 LF
254.94
0.00
0.00
0.81
53.70
309.45
1.84
0.00
0.00
15.94
91.84
2.66
9.45
45.99
104.90
650.43
5.89
0.00
0.00
0.00
14.85
85.53
7.98
249.90
54.47
152.24
877.20
0.72
3.10
1.86
10.02
57.72
4.59
39.65
16.78
59.27
341.49
156.16
0.00
0.00
0.05
32.82
189.03
124.86
0.00
0.00
0.00
26.23
151.09
7.97
64.61
0.78
15.42
88.78
0.00
3.30
4.47
19.31
111.23
0.00
1.31
0.36
7.37
42.45
0.00
0.62
2.89
28.21
162.54
0.00
28.79
0.02
15.72
90.59
2143-SCHEMEL 12/20/2022 Page:6
CONTINUED - Hall Bath
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
68. Seal & paint cabinetry - lower - 2.60 LF 0.00 36.24 1.29 20.05 115.56
inside and out
Totals: Hall Bath 129.77 576.05 3,364.93
ster Ra ld
t -
r --
r V:mi -
J.
T 1
�srr Clr
Master Bedroom
522.93 SF Walls
750.09 SF Walls & Ceiling
22.44 SY Flooring
Height: Peaked
227.17 SF Ceiling
201.93 SF Floor
55.76 LF Floor Perimeter
~
64.12 LF Ceil. Perimeter
HaIN-ay 8" Hall Rath
a
Missing Wall
4' 6 13/16" X 8'
Opens into
MASTER VAN12
DESCRIPTION
QTY RESET
REMOVE
REPLACE
TAX
O&P
TOTAL
69. Tackless strip - per LF
55.76 LF
0.00
0.61
4.02
7.14
45.17
70. Carpet pad
201.93 SF
0.00
0.64
15.25
27.14
171.63
71. Carpet
232.22 SF
0.00
3.68
100.82
179.46
1,134.85
72. Baseboard - 3 1/4"
55.76 LF
0.00
3.30
9.40
40.61
234.02
73. Paint baseboard - two coats
55.76 LF
0.00
1.31
0.76
15.51
89.32
74. Paint the walls - one coat
522.93 SF
0.00
0.62
7.14
69.58
400.94
Totals: Master Bedroom 137.39 339.44 2,075.93
1 I,�
M --Master Vaniry
V ~
4'
Missing Wall
DESCRIPTION
Master Vanity
118.55 SF Walls
139.44 SF Walls & Ceiling
2.32 SY Flooring
14.82 LF Ceil. Perimeter
Height: 8'
20.89 SF Ceiling
20.89 SF Floor
14.82 LF Floor Perimeter
4' 6 13/16" X 8' Opens into MASTER BEDRO
QTY RESET REMOVE REPLACE TAX O&P TOTAL
75. Drywall patch / small repair, ready
1.00 EA
0.00
63.84
0.36
13.48
77.68
for paint
76. Additional labor to remove tile
20.89 SF
1.84
0.00
0.00
8.07
46.51
from concrete slab
77. R&R Tile floor covering
20.89 SF
2.66
9.45
23.29
53.13
329.40
78. Detach & Reset Mirror - 1/4" plate
16.00 SF
5.89 0.00
0.00
0.00
19.79
114.03
glass
2143-SCHEMEL 12/20/2022 Page:7
CONTINUED - Master Vanity
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
estimate to be revised if mirror breaks
79. R&R Custom cabinets - base units
4.00 LF
7.98
249.90
83.80
234.22
1,349.54
80. R&R Countertop subdeck -
12.00 SF
0.72
3.10
1.86
10.02
57.72
plywood
81. R&R Countertop -flat laid plastic
8.00 LF
4.59
39.65
22.37
79.02
455.31
laminate
82. Detach & Reset Sink - single
1.00 EA 156.16
0.00
0.00
0.05
32.82
189.03
83. Detach & Reset Sink faucet -
1.00 EA 124.86
0.00
0.00
0.00
26.23
151.09
Bathroom
84. R&R P-trap assembly - ABS
1.00 EA
7.97
64.61
0.78
15.42
88.78
(plastic)
85. Baseboard - 3 1/4"
14.82 LF
0.00
3.30
2.50
10.80
62.21
86. Paint baseboard - two coats
14.82 LF
0.00
1.31
0.20
4.12
23.73
87. Paint the walls - one coat
118.55 SF
0.00
0.62
1.62
15.78
90.90
88. Prime cabinets
4.00 LF
0.00
28.79
0.02
24.19
139.37
89. Seal & paint cabinetry - lower -
4.00 LF
0.00
36.24
1.99
30.87
177.82
inside and out
Totals: Master Vanity 138.84 577.96 3,353.12
Master CL
Height: 8'
41r'
181.52 SF Walls
30.52 SF Ceiling
Y +1„« CL
T
212.04 SF Walls &Ceiling
30.52 SF Floor
y
_
3.39 SY Flooring
22.69 LF Floor Perimeter
El r
22.69 LF Ceil. Perimeter
-4,1 o"
DESCRIPTION
QTY RESET REMOVE REPLACE
TAX O&P TOTAL
90. R&R Closet shelf and rod package
24.00 LF
3.98
17.72
10.44
111.56
642.80
replace shelving that had water damage
91. Tackless strip - per LF
22.69 LF
0.00
0.61
1.63
2.90
18.37
92. Carpet pad
30.52 SF
0.00
0.64
2.30
4.10
25.93
93. Carpet
35.10 SF
0.00
3.68
15.23
27.13
171.53
94. Baseboard - 3 1 /4"
22.69 LF
0.00
3.30
3.83
16.53
95.24
95. Paint baseboard - two coats
22.69 LF
0.00
1.31
0.31
6.30
36.33
96. Paint the walls - one coat
181.52 SF
0.00
0.62
2.48
24.15
139.17
97. Seal & paint closet shelving
24.00 LF
0.00
8.35
3.53
42.82
246.75
Totals: Master CL 39.75 235.49 1,376.12
2143-SCHEMEL 12/20/2022 Page:8
1--fi' 9" Master Bath
!i S.
\hater Uh
Master Vanity
DESCRIPTION
181.33 SF Walls
212.88 SF Walls & Ceiling
3.51 SY Flooring
22.67 LF Ceil. Perimeter
QTY RESET REMOVE REPLACE
Height: 8'
31.55 SF Ceiling
31.55 SF Floor
22.67 LF Floor Perimeter
TAX O&P TOTAL
98. Drywall patch / small repair, ready
1.00 EA
0.00
63.84
0.36
13.48
77.68
for paint
99. Detach & Reset Toilet
1.00 EA 254.94
0.00
0.00
0.81
53.70
309.45
100. Additional labor to remove tile
31.55 SF
1.84
0.00
0.00
12.20
70.25
from concrete slab
101. R&R Tile floor covering
31.55 SF
2.66
9.45
35.17
80.24
497.48
102. Baseboard - 3 1/4"
22.67 LF
0.00
3.30
3.82
16.51
95.14
103. Paint baseboard - two coats
22.67 LF
0.00
1.31
0.31
6.30
36.31
104. Paint the walls - one coat
181.33 SF
0.00
0.62
2.48
24.13
139.03
Totals: Master Bath 42.95 206.56 1,225.34
�91
Y 5-
Kitchen
Missing Wall - Goes to Floor
DESCRIPTION
Kitchen
105. Detach & Reset Refrigerator - top
freezer - 14 to 18 cf
106. Detach & Reset Dishwasher
107. Dishwasher connection
108. Detach & Reset Appliance water
line - 1/4"
water line for fridge and dishwasher
109. Additional labor to remove the
from concrete slab
110. R&R Tile floor covering
111. Baseboard - 3 1/4"
112. Paint baseboard - two coats
403.89 SF Walls
517.67 SF Walls & Ceiling
12.64 SY Flooring
43.00 LF Ceil. Perimeter
Height: 10'
113.78 SF Ceiling
113.78 SF Floor
39.08 LF Floor Perimeter
3' 11" X 6' 8" Opens into LIVING_ROOM
QTY RESET REMOVE REPLACE TAX O&P TOTAL
1.00 EA 50.09
0.00
0.00
0.00
10.52
60.61
1.00 EA 243.35
0.00
0.00
0.00
51.11
294.46
1.00 EA
0.00
149.54
3.28
32.09
184.91
2.00 EA 95.39
0.00
0.00
4.21
40.95
235.94
113.78 SF
1.84
0.00
0.00
43.97
253.33
113.78 SF
2.66
9.45
126.84
289.35
1,794.06
39.08 LF
0.00
3.30
6.59
28.48
164.03
39.08 LF
0.00
1.31
0.53
10.86
62.58
2143-SCHEMEL 12/20/2022 Page:9
CONTINUED - Kitchen
DESCRIPTION QTY RESET REMOVE REPLACE TAX O&P TOTAL
113. Paint the walls -one coat 403.89 SF
0.00 0.62 5.51
53.75
309.67
Totals: Kitchen
146.96
561.08
3,359.59
1
Laundry Room
_ �c FWFi
IF
DESCRIPTION
Laundry Room
264.00 SF Walls
317.53 SF Walls & Ceiling
5.95 SY Flooring
33.00 LF Ceil. Perimeter
Height: 8'
53.53 SF Ceiling
53.53 SF Floor
33.00 LF Floor Perimeter
QTY RESET REMOVE REPLACE TAX O&P TOTAL
114. Washer/Washing machine -
1.00 EA
0.00
48.74
0.00
10.23
58.97
Remove & reset
115. Detach & Reset Appliance water
1.00 EA 95.39
0.00
0.00
2.11
20.47
117.97
line - 1/4"
water line for washing machine
116. Dryer - Remove & reset
1.00 EA
0.00
37.56
0.00
7.89
45.45
117. Detach & Reset Laundry tub
1.00 EA 308.53
0.00
0.00
0.00
64.79
373.32
118. Detach & Reset Sink faucet -
1.00 EA 124.86
0.00
0.00
0.00
26.23
151.09
Kitchen
119. R&R P-trap assembly - ABS
1.00 EA
7.97
64.61
0.78
15.42
88.78
(plastic)
120. R&R Custom cabinets - base
3.00 LF
7.98
249.90
62.85
175.66
1,012.15
units
121. R&R Countertop subdeck -
12.00 SF
0.72
3.10
1.86
10.02
57.72
plywood
122. R&R Countertop - flat laid plastic
6.00 LF
4.59
39.65
16.78
59.27
341.49
laminate
123. Additional labor to remove tile
53.53 SF
1.84
0.00
0.00
20.69
119.19
from concrete slab
124. R&R Tile floor covering
53.53 SF
2.66
9.45
59.68
136.14
844.07
125. Baseboard - 3 1/4"
33.00 LF
0.00
3.30
5.57
24.04
138.51
126. Paint baseboard - two coats
33.00 LF
0.00
1.31
0.45
9.18
52.86
127. Paint the walls - one coat
264.00 SF
0.00
0.62
3.60
35.14
202.42
128. Prime cabinets
3.00 LF
0.00
28.79
0.02
18.14
104.53
129. Seal & paint cabinetry - lower -
3.00 LF
0.00
36.24
1.49
23.14
133.35
inside and out
Totals: Laundry Room 155.19 656.45 3,841.87
2143-SCHEMEL 12/20/2022 Page:10
Garage
Garage
DESCRIPTION
620.00 SF Walls
995.38 SF Walls & Ceiling
41.71 SY Flooring
77.50 LF Ceil. Perimeter
QTY RESET REMOVE REPLACE
Height: 8'
375.38 SF Ceiling
375.38 SF Floor
77.50 LF Floor Perimeter
TAX O&P TOTAL
130. Baseboard - 3 1/4"
77.50 LF
0.00
3.30
13.07
56.46
325.28
131. Paint baseboard - two coats
77.50 LF
0.00
1.31
1.06
21,55
124.14
132. Paint the walls - one coat
620.00 SF
0.00
0.62
8.46
82.50
475.36
Totals: Garage
22.59
160.51
924.78
Total: Main Level
1,830.62
6,266.91
37,445.73
Labor Minimums Applied
DESCRIPTION
QTY
RESET REMOVE
REPLACE
TAX
O&P
TOTAL
133. Drywall labor minimum 1.00 EA
0.00 135.52 0.00
28.46
163.98
Totals: Labor Minimums Applied
0.00
28.46
163.98
Line Item Totals: 2143-SCHEMEL
Grand Total Areas:
4,932.28
SF Walls
1,648.42
SF Floor
0.00
SF Long Wall
1,648.42
Floor Area
1,898.47
Exterior Wall Area
0.00 Surface Area
0.00 Total Ridge Length
1,673.65 SF Ceiling
183.16 SY Flooring
0.00 SF Short Wall
1,779.49 Total Area
196.83 Exterior Perimeter of
Walls
0.00 Number of Squares
0.00 Total Hip Length
1,830.62 6,295.37 37,609.71
6,605.93 SF Walls and Ceiling
571.56 LF Floor Perimeter
590.83 LF Ceil. Perimeter
4,932.28 Interior Wall Area
0.00 Total Perimeter Length
2143-SCHEMEL 12/20/2022 Page:11
Summary
Line Item Total
29,483.72
Material Sales Tax
492.85
Subtotal
29,976.57
Overhead
2,997.76
Profit
3,297.61
Service Sales Tax
1,337.77
Replacement Cost Value
$37,609.71
Net Claim
$37,609.71
Andrew Davis
2143-SCHEMEL 12/20/2022 Page:12
Main Level
Kitchen N
Living Room
Laundry Room 1 �, ,• 5"
s WH —
1
a Garage
20' 2u
2143-SCHEMEL
"I
U Y I •I'
Master Bath
1
h, 9' � _
ISIcr Vanity K Master Bedroom
- T -
4' s.,
Master CL T
F— - S•
K, 3
Hallway
�41
;y CL
Bed 1 Bed 2
C
7
T
—13'1" �-3•2" z4'1°----
1
L1�J
Main Level
12/20/2022 Page:13
F'rO ail �Hahrnlf[0ei'
Rdllras8
phono it
Fax fr
NEBEL
ONSTRUCT#ON
Thomas E Knebei, Owner
Experfance In all phmm of aonat=tlo .
Call Phone: 479-W7-0802
.fop Name -- Job a
Job I.oCmtlon
Dazo oats of Plans
IUchli0Ct
We hereby submit specifications and est malos for:
�0'4
!D0(1�ny.�
0
e propose hereby to furnish material and labor - complete In accordance will, the above specifications for the sum of:
qq . lc-� ,ci 1
h payments to be made as follows;
AhMW On d2vi%1KP Pram 4Lovr1 yr Ofi lg oxlra WSL Will
MOW-" upan,wnrW otoor. and wiT boaxna an 01+zfra d:irw over and
1 Me *Stow re 'U apraor ants ru=angen[ upon shfkot. a=lda=u:, or delays
d "Centret.
espectrutfy )
submitted_
Mote - this proposal may be W4hdriiwn by us if not accepted Woin
c�rr:epfaltirr of Proposal
rvstz 136c9t . smdkationx and coW twn4 art r-a Iaclory and fire
' accVtsd You are aulhottwd lo'do the wwk as specffarj.
tds will be made as acntined above.
Signature
Dollars
WATER PURCHASE AGREEMENT
This Agreement, made and entered into on this I day of ,
20 , by and between Fayetteville of Fayetteville, Arkansas ("Fayetteville") and the City of
Elkins, Arkansas ("Elkins") witnesseth:
WHEREAS, Fayetteville owns and operates a water supply distribution system with a
capacity currently capable of serving the present customers of Fayetteville system and the
estimated number of water users to be served by Elkins; and
WHEREAS, Elkins desires to purchase water from Fayetteville for distribution within the
present service area of Elkins, and Fayetteville desires to furnish and sell water to Elkins for
distribution within its present service area.
NOW, THEREFORE, the City of Fayetteville, Arkansas and the City of Elkins, Arkansas
agree as follows:
1. The City of Fayetteville, Arkansas agrees to:
A. Furnish Elkins, at the point of delivery hereinafter specified, for distribution within
its present service area, during the term of this agreement or any renewal or
extension thereof, potable treated water meeting applicable purity standards of the
Arkansas Department of Health, and in such quantity as may be required by Elkins,
not to exceed 130 million gallons per year, and a maximum of 350 thousand gallons
per day. Fayetteville shall not be obligated to provide water to Elkins at a rate
greater than the amount(s) aforesaid.
Total usage exceeding the amount(s) aforesaid shall be cause for renegotiation of
this agreement. In the event Elkins requires water at a rate greater than herein
provided, Fayetteville agrees, upon 30 days written notice from Elkins, to negotiate
in good faith to provide for increased water volumes upon Elkins showing increased
growth sufficient to warrant such increase. In determining the terms and conditions
upon which such increase may be granted, Fayetteville may take into consideration
any reinforcement of the eight (8) inch main(s) hereinafter referred to made
necessary by the increase in volume if the reinforcement has not been accomplished
by Fayetteville prior to the time it is required by Elkins. Elkins shall bear only that
portion of those costs which are incurred as a result of Elkins's increase in volume.
If any maximum allowable rate of usage specified is exceeded, an excess demand
charge of 10% may be added to the bill for each day during which the maximum
allowable rate was exceeded. If any maximum allowable rate of usage is exceeded,
Fayetteville may install automatic, variable rate -of -flow controllers and charge the
cost of same to Elkins. Fayetteville may install such rate of flow controllers at
anytime at Fayetteville's expense. The excess demand charge shall not apply if the
excess usage was beyond the control of Elkins. However, all customer usage is
considered as being within the control of Elkins, as is system loss which is not
promptly corrected by Elkins.
It is further understood and agreed that Fayetteville's responsibility for the water
ends at the meter box outlet or vault and Elkins agrees to indemnify and hold
harmless Fayetteville from any and all liability incurred past the meter box outlet
or vault.
B. Furnish water at a reasonably constant pressure (due consideration being given to
friction loss) from an existing eight (8) inch water main at a point located at the site
described in Exhibit "A" attached hereto and made a part hereof If a greater
pressure than that normally available at the point of delivery is required by Elkins,
the cost of providing such greater pressure shall be borne by Elkins.
C. Operate and maintain the water mains up to the point of delivery and maintain at
point of delivery the necessary metering equipment, including a meter pit, check
valves, and required devices of standard type for properly measuring the quantity
of water delivered to Elkins, including a meter of proper size. The cost of
maintenance and operation of the metering facility shall be borne by Fayetteville.
The responsibility for testing and calibrating the meter rests solely with
Fayetteville.
A meter registering not more than two percent (2%) above or below 100% accuracy
shall be deemed to be accurate. The previous reading of any meter disclosed by test
to be inaccurate shall be corrected for the two (2) months previous to such test in
accordance with the percentage of inaccuracy found by such tests. If any meter fails
to register for any period, the amount of water furnished during such period shall
be determined by average readings over a period of two previous months or a like
month of a previous year, at Fayetteville's option. The metering equipment shall be
read on a regular schedule each month. An appropriate official of Elkins at all
reasonable times shall have access to the meter for the purpose of verifying its
reading.
The size of the meter shall be in keeping with anticipated water usage and/or
demand. Currently, a four (4) inch meter is installed at the point of delivery. Elkins
currently has a valve at the inlet side of the meter to shut off the supply and also to
limit the flow of water to the rate permitted. Elkins also currently has a by-pass to
the meter installed for use during periods of meter maintenance. The by-pass shall
not be operated without express knowledge and consent of Fayetteville. The
maintenance cost for the by-pass valves, fittings, and pipe shall be borne by Elkins.
D. Fayetteville's responsibility for maintenance shall end at the outlet side of the meter
box or vault.
2
E. Fayetteville agrees to furnish the Manager of Elkins with an itemized statement of
the amount of water furnished and other charges to Elkins in accordance with
Fayetteville billing policies and procedures.
2. The City of Elkins, Arkansas agrees to:
A. Purchase water as required by Elkins and the consumers within the presently
defined service area of Elkins, up to a maximum of 130 million gallons per year
and 350 thousand gallons per day.
B. Pay Fayetteville not later than the due date given on the bill for water delivered in
the preceding reading period, in accordance with the rates as established by
Fayetteville. If Elkins does not remit payment on or before the specified due date
each month, a penalty equal to ten percent (10%) of the total payment amount due
shall be added to such payment, and if not paid within thirty (30) days following
the due date in which the original billing is due or the aggrieved party has not
submitted a claim for arbitration as specified in Section 4, Fayetteville may
discontinue delivery of water to Elkins as a last resort and may continue to deny
delivery to Elkins until Elkins pays the total amount due. The rates for water and
meter service charges presently in effect are illustrated by the attached schedule,
marked Exhibit `B". It is mutually understood and agreed among the parties that
Fayetteville may immediately pass along to Elkins any increases or decreases in
rates imposed upon by Fayetteville by the Beaver Water District, its successors or
assigns. The rates shall be adjusted to Elkins in the same amount as the increase or
decrease from said water district. Elkins also understands and agrees that rates may
be increased or decreased following the adoption of any rate study approved and
adopted by the Fayetteville City Council.
C. Maintain a backflow prevention device approved by Fayetteville and the Arkansas
Department of Health. The backflow prevention device shall be inspected annually
and maintained in accordance with Fayetteville City Code §51.146 — Backflow
Prevention.
D. Restrict water connections to those customers having adequate on -site sewage
disposal systems. For purposes of this agreement, all on -site disposal systems
previously approved by the Arkansas Department of Health shall be deemed
adequate. New on -site systems shall be deemed adequate if the system is approved
by the Arkansas Department of Health.
3. It is further mutually agreed between Fayetteville and Elkins as follows:
A. That this agreement shall extend for a term of ten (10) years from the date of the
signature on this agreement. Thereafter this agreement may be renewed for such
term, or terms, as may be agreed upon by Fayetteville and Elkins.
3
B. That Fayetteville will, at all times, operate and maintain its system in an efficient
manner and will take such action as may be necessary to furnish the quantities of
water required by Elkins, up to the maximum amount as specified in Paragraph
I (A) hereof. Temporary or partial failures to deliver water caused by the failures or
difficulties in Fayetteville's system shall be remedied with all possible dispatch.
Provided, however, Fayetteville reserves the right, in the event of acute shortage of
water, to limit or discontinue water sales and service to Elkins. Any reduction or
discontinuance of water sales and service for this reason shall not render
Fayetteville liable for damages of any kind, it being understood between the parties
that FayettevilIe's primary obligation is to furnish water and water services to the
residents of Fayetteville, Arkansas.
Fayetteville shall not be responsible for any damages to Elkins or its consumers by
reason of emergency failures of water supply due to water main breaks, power
failure, flood, fire, earthquake and other acts of God, or catastrophe, acts of war,
insurrection or rebellion, acts of a public enemy, acts of any unauthorized person,
firm, or corporation, or acts of Elkins, or during any periods of water reduction or
discontinuance by reason of fire fighting or other emergency situation; nor shall
such failures of water supply and/or discontinuance or reduction of water sales and
service be construed as a breach of this agreement by Fayetteville.
C. That this agreement is subject to such rules, regulations, or laws as may be
applicable to similar agreements in the State of Arkansas and Fayetteville and
Elkins will collaborate in obtaining such permits, certificates, or the like, as may be
required to comply therewith.
It is expressly understood and agreed that the sale of water herein provided for,
from Fayetteville to Elkins, is a sale for resale, and Elkins agrees to maintain a sales
tax permit as required by the State of Arkansas and agrees that it will collect and
pay over to the Commissioner of Revenues of the State of Arkansas, any and all
sales tax now or hereafter imposed upon the resale of said water to Elkins's
consumers.
D. That in the event of any occurrence rendering Elkins incapable of performing under
this agreement, any successor of Elkins whether the result of legal process,
assignment, or otherwise, shall succeed to the rights of Elkins hereunder.
E. It is understood and agreed that the water to be supplied by Fayetteville to Elkins
under this agreement is to be furnished for distribution within Elkins's service area.
Elkins shall not extend its water main outside its defined service area, as identified
in Exhibit "C", without the prior written consent of Fayetteville. Fayetteville shall
have the sole discretion in determining the terms and/or conditions upon which its
consent shall be given.
4
F. Elkins shall provide Fayetteville with a copy of all Sanitary Surveys of its water
system within thirty (30) days of completion of the Sanitary Survey by the Arkansas
Department of Health.
G. In the event a portion of Elkins's water mains are constructed within the corporate
limits of Fayetteville, Elkins is not permitted to serve consumers within the
corporate limits of Fayetteville without prior written consent of Fayetteville.
H. Elkins agrees that it will not during the period of this agreement or any renewal
thereof, levy any franchise tax, occupation tax, or any other tax of any for
whatsoever, by whatever name it may be called, upon Fayetteville, Fayetteville
water system and appurtenances thereto, or the operations called for by this
agreement.
I. No provision of this agreement shall be construed to create any type of joint or
equity ownership of any property, or partnership or joint venture, nor shall same
create any other rights or liabilities and Customer payments (whether past, present,
or future) shall not be construed as granting Customer partial ownership of, pre-
paid capacity in, or equity in Fayetteville's system.
J. This agreement may be terminated by either Elkins or Fayetteville upon breach by
the other of any of the covenants or agreements contained herein, and the failure of
the party in breach to remedy such a breach within thirty (30) days after receipt of
written notice of the existence of such breach. Written notice shall be sufficient, if
sent by certified mail, return receipt requested, postage prepaid, to the respective
mayor or chairman of the parties hereto.
4. Remedies
If either party to this agreement concludes that there is a breach of any terms of this
contract, that party shall notify the other party by electronic mail and certified mail
of the breach. After notification, the party in breach shall remedy the breach within
thirty (30) days of receipt of the notice of breach. If the party claiming breach is not
satisfied that the breach has been cured, then that party may pursue specific
enforcement of the terms of this agreement through the Circuit Courts of Washington
County, Arkansas. Prior to the filing of any action in the Circuit Courts, the parties
should attempt to mediate any claims before a mutually agreeable mediator, the
cost of which shall be shared equally by the parties to this agreement. A decision
reached in circuit court or in mediation will in no way limit Fayetteville's or Elkins'
power to enforce requirements directly against customers located in Elkins, nor will
it preclude Fayetteville or Elkins from seeking other remedies including, but not
limited to, specific performance.
5. Severability
The sections, paragraphs, sentences, phrases, and clauses of this agreement are
severable, and should any section, paragraph, sentence, phrase, or clause be declared
invalid by the lawful decree of any court of competent jurisdiction, such invalidity shall
not affect any other portion of this agreement.
IN AGREEMENT WITH ALL THE TERMS AND CONDITIONS ABOVE, WE
SIGN BELOW:
CITY OF ELKINS,
ARKANSAS
By:
TiCOY REED, Mayor
ATTEST:
By: Z�¢Zi�,
DELIA FOSTER, City Clerk
r
CITY OF FAYETTEVILLE,
ARKANSAS
LIONELD JORDAN, Mayor
ATTEST:
I�
KARA PAXTON, City Clerk -Treasurer
EXHIBIT A
City of Elkins
Point of Delivery of Wholesale Water
HuNTSV,<<FRo e w
ate�,��ne
O 0
$ yea
0
1800 S Van Hoose Dr
WC 139
(4-inch meter)
8" waterline
1
O
c
Y
l6
i�
N Exhibit A
1800 S Van Hoose Dr
w E WC 139 150 75 0 150 Feet
s Winch meter)
EXHIBIT B
Wholesale Water Rates
Rate per 1,000
gallons of water
$2.96
Fixed Monthly
Meter Fee 4" meter on Van Hoose Dr.
$115.62
Rates will automatically increase by 3% on January 1" of each year.
A rate study is in progress that could affect the currently published rates.
EXHIBIT C
City of Elkins
Defined Water Service Area
=,4N..�N.O.WTED
N—M-57
=M -M-11VI
wa
IN —M.N-
Service Area
Boundary
I
JOB NO,: 11111111
DATE: SEPT. 2018
DESIGNED BY CRB
DRAWN BY: O.C.
CITY OF
FAYETTEVILLE
ARKANSAS
.;acobs
Fayetteville
Monthly Report for December 2022
WEST SIDE
WASTEWATER TREATMENT FACILITY
11 wu �...o.u..--#
January 19, 2023
City of Fayetteville
I
Jacobs Fayetteville Client Monthly Report for December 2022 ,taco S
Contents
1.
Executive Summary....................................................................................................................................2
1.1
Team Jacobs................................................................................................................................................................2
1.2
Compliance..................................................................................................................................................................2
1.3
Financials......................................................................................................................................................................3
2.
Plant Operations.........................................................................................................................................4
2.1
Process Control...........................................................................................................................................................4
3.
Laboratory....................................................................................................................................................5
3.1
Noland and West Side Analysis............................................................................................................................5
3.2
BMSAnalysis...............................................................................................................................................................5
3.3
Noland Master Plan Sampling Project..............................................................................................................5
4.
Biosolids Management Site.....................................................................................................................6
4.1
Biosol ids Operations.................................................................................................................................................6
4.2
Water Treatment Residuals....................................................................................................................................6
4.3
Hay Process and Production..................................................................................................................................6
4.4
Maintenance................................................................................................................................................................6
4.5 Dryer Installation Project........................................................................................................................................6
4.6 Revenue.........................................................................................................................................................................9
Table 4-1 : Revenue generated from the BMS..............................................................................................................9
Figure 4-1: Revenue generated from the BMSvia hay, fertilizer, and WTR....................................................9
5. Maintenance .............................................................................................................................................10
5.1 West Side....................................................................................................................................................................10
5.2 Noland.........................................................................................................................................................................10
5.3 Lift Stations...............................................................................................................................................................11
5.4 Key Performance Indicators/ Measures.......................................................................................................... 12
Figure 5-1: Labor Hours by Work Order Type............................................................................................................12
Figure 5-2: Work Order Count by Type.........................................................................................................................12
5.5 Capital Improvement Projects(CIP)................................................................................................................13
6. Industrial Pretreatment.........................................................................................................................14
Table 6-1 : Revenue generated from the Industrial Pretreatment Program(IPP).....................................14
Figure 6-1: IPP revenue total from surcharges, fees, and fines........................................................................15
Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month.......................................15
7. Woolsey Wet Prairie................................................................................................................................16
8. Sustainability, Community Involvement & Recognitions..............................................................19
8.1 Sustainability............................................................................................................................................................19
8.2 Community Involvement.....................................................................................................................................20
9. Health & Safety........................................................................................................................................21
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
1. Executive Summary
1.1 Team Jacobs
The Fayetteville team consists of 48 members of which only 97.5% is dedicated to the Fayetteville
Projects and 2.5% are assigned to assist with other Jacobs Projects. During the month there were six
open positions. The Jacobs Regional Support team was utilized to assist with the work order backlog,
capital improvement projects, and various special projects. The Employee Vacancy and Project Status
Report is presented in Attachment B.
1.1.1 Special Projects
Dryer Installation Project
The Dryer Installation Project Phase I Out of Scope Agreement was authorized on October 13,
2022. The team documented the project status and provided 527.5 labor hours to the dryer
installation project during the month of December. Additional details for the dryer installation
project are provided in Section 4.5 of this report.
Noland Master Plan
The city engaged Garver Engineering to develop the Noland 2023 Master Plan. On September 21,
Garver hosted the kickoff meeting with attendees from the City and Jacobs. On September 30, we
received a Site Records and Maintenance Data Request along with a sampling location list. The
staff developed a Sampling Plan, and thiswas submitted to the city on November 28, 2022.
On December 1, the site hosted the Noland Facility Assessment tour. The attendees included
approximately 12 Garver Engineers, 8 Jacobs Employees, and 2 City Representatives.
The team completed the additional sampling request during December and the sampling details
are provided in Section 3.3. The staff provided a total of 120.5 labor hours to the Noland Master
Plan Project. Data reports are pending on three analytes.
1.1.2 December Team Events
The Northwest District Meeting of the Arkansas Water Works & Water Environment Association (NWD
AWW&WEA) was held in Fayetteville and sponsored by, among others, the City of Fayetteville and
Jacobs. Presentations included Jacobs' Maintenance Supervisor, Josh AlIeman, with an overviewon the
benefits of utilizing the Artesis®innovation tool in a predictive maintenance program. Other topics
covered were electrical safety, decentralized wastewater, disc filtration, hydroxyl radicals in odor
control, and construction costs during supply shortages. The Fayetteville meeting isamong the largest
attendance numbers for the district and always serves as an excellent opportunity for training,
collaboration, and networking.
1.2 Compliance
1.2.1 Noland
The Noland facility met all discharge permit parameter Iimits throughout December and there were no
sanitary sewer overflows reported at the facility or lift stations.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S
1.2.2 West Side
The West Side facility met all discharge permit parameter limits throughout December and there were
no sanitary sewer overflows reported at the facility or lift stations.
1.3 Financials
The month ended with a positive financial variance and increased slightly when compared to the
previous month. The non -labor expenses continued to increase, which may reflect the inflation costs
of material and supplies. The labor expenses continue to decrease due to the staff vacancies.
As indicated in the Budget Performance Table (below), the year-to-date projected budget for the year
is favorable by $87,050.
Budget Performance
Month
Labor
Dollars
Non -Labor
Dollars
Monthly
Dollars
Jan 2022
-$34,089
-$17,464
-$51,553
Feb2022
-$72,873
$21,341
-$51,532
Mar 2022
-$98,957
$130,732
$31,775
Apr 2022
-$110,221
$208.6471
$98,426
May 2022
-$131,579
$186,715
$55,136
Jun 2022
-$199,357
$177,033
-$22,324
Ju12022
-$229,869
$171.817
-$58,052
Aug 2022
-$174,682
$147.098
-$27,584
Sep2022
-$226,841
$155,564
-$71,277
Oct2022
-$252,983
$208,153
-$44,830
Nov 2022
-$297,647
$246,690
-$50.957
Dec2022
-$279.226
$192,176
-$87,050
Minimum
-$297,647
-$17,464
-$87,050
Ma)amum
-$34,089
$246,690
$98,426
Budget Performance Graph
/ Labor / Yon -Labor / V.naae
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Jacobs Fayetteville aient Monthly Report for December 2022 jaco S.
2. Plant Operations
The Noland and West Side Water Resource Recovery Facilities (WRRF) effluent discharges were 100% in
compliance with the National Pollutant Discharge Elimination System (NPDES) permit. Events and
operational endeavors are detailed in this section. A table summary of the effluent quality and influent
loadings are provided in Appendix A.
During December, ambient temperatures reached -2.9 °F and remained low for several days. Due to the
below -freezing temperatures, the Noland and West Side facilities experienced multiple issues with broken
lines. All breakages were successfully identified, contained, and repaired without any water being released
outside of containment.
2.1 Process Control
2.1.1 Noland
The Noland WRRF experienced a decrease in influent BOD (Biochemical Oxygen Demand) from the
previous month. The Noland facility has a history of intermittent problems caused by lower basin
temperatures inhibiting nitrification. During near -record low temperatures, Return Activated Sludge
(RAS) feed ratesand basin Mixed Liquor Volatile Suspended Solids (MLVSS) were monitored to ensure
proper treatment.
The staff recorded 3.3 inches of rain at the Noland facility. On January 11, the elevated influent daily
flows peaked at 12.67 million gallons.
2.1.2 West Side
The West SideWRRFinaintained full biological treatment during December, which saw heavy rain events
and sub -freezing temperatures. On January 14, a peak daily influent flow of 17.87 million gallons was
recorded, and the influent flow peak of 27.10 MGD was recorded on January 13.
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
3. Laboratory
The Jacobs Fayetteville Laboratory provides sampling and analysis for process control and regulatory
compliance for the WRRF's, BMS, and IPP.
3.1 Noland and West Side Analysis
A lab data quality control excursion resulted in non -reportable data for the White River and Goose
Creek samples col I ected on December 12t". The glucose gl utam is acid standard recovery was out of QC
control limits and the data affected by the QCfailure is not used in the monthly discharge monitoring
report. Over -depletion of oxygen in the GGA standard can be the result of changes in the concentration
of microorganisms in the seed material. Seasonal seed concentration changes and colder temperatures
weresuspected to bethe root causeand theseed inoculation volume was lowered. QC results returned
to normal and no other data quality excursions were observed.
West Side Goose Creek samples were collected and sent to Cove Environmental to complete a Whole
Effluent Toxicity Screening test as outlined in the Toxicity Reduction Evaluation Plan. The sample
analysis did demonstrate toxicity to the fathead minnow, Pimephales promelas in the 100% dilution.
The test was repeated two weeks later and passed, exhibiting no toxicity.
3.2 BMS Analysis
A sample was collected from Solar House E on December 12 and analyzed for % solids in the Dryer
installation evaluation. Data results were 14.5%total solids and 82.2% volatile solids.
3.3 Noland Master Plan Sampling Project
The Master Plan Sampling event was conducted in December for the collection of over 500 samples
and the generation of 1200 data points. Samples were collected at nine locations and tested for 17
analytes in the evaluation of wastewater treatment efficiency. The data will be utilized by Garver
Engineering in the assessment of future improvement projects to assist the treatment process
operations.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
4. Biosol ids Management Site
4.1 Biosol ids Operations
During the month of December, the WRRF's produced 1,769 wet tons of belt -filter -pressed biosol ids.
Approximately 24 tons were sent directly to the I andfi I I. These solids were sent from the presses tothe
landfill because Solar House F was taken out of service for the new dryer installation. Approximately
1,745 wet tons were spread into the solar houses and partially dried before disposal at the landfill.
During the month, 1,441 tons of partially dried biosolids were sent to the landfill. This computes to
304 tons of water removed from the material before disposal. By partially drying biosolids before
hauling to the landfill, it is estimated that $14,650 was saved in tipping fees. The total cost of tipping
fees for December was about $70,628.
A tipping fee is the amount charged by the owner or operator of a landfill for the acceptance of a unit
weight or volume of solid waste for disposal. The Tontitown EcoVista landfill charges approximately
$48.19 per ton to dispose of biosolids.
The tipping fee savings is calculated by the weight difference between biosolids produced at the
WWRF's and what was disposed of at the landfill in December. Then the difference is multiplied by the
tipping fee. Additional costs such as labor and fuel are not included in the tipping fee savingsformula.
The main goal isto eliminate external costsand decrease the amount of material applied at the landfill.
4.2 Water Treatment Residuals
The Beaver Water District delivered 1106.91 tons of Water Treatment Residuals (WTR) during the
month. The revenue generated for this month was $36,054.92.
4.3 Hay Process and Production
The hay season closed last month and this month 8,209 tons of hay was provided to Fayetteville
residents and farmers. The hay revenue generated this month was $6,018.95.
4.4 Maintenance
Unit 768 is pending repairs as labor resources are occupied with the new dryer installation. In its
absence, Asset 5070 (trailer spreader) is being utilized for the Water Treatment Residual (WTR)
application. Due to the timing constraints of the dryer project, the unit will need to be sent to a local
repair shop. The unit is scheduled for repair in January.
4.5 Dryer Installation Project
On December 28, Solar House Fwas removed from service to allow the construction of the new dryer's
trench drain. Solar House F will no longer exist and is now referenced as the new Dryer Building. The
loss of Solar House F will negatively affect the solar drying capacity. The solar drying capacity loss is
approximately 85 tons or 4 truck -loads of biosolids. To mitigate the loss, the hauling and landfill
disposal will increase until the dryer is operational.
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
Trench Drain Installed
for new
Thermal Dryer
Solar House F was taken out of
service and the loss of drying
capacity will be minimized by
taking loads directly from belt
filter presses to the landfill.
The staff made substantial progress during the construction phase of the dryer project. In December, the
following taskswere completed:
1. Idlers and rollerswere installed on the 180' belt -conveyor. The conveyor is ready to be permanently
fastened into position and final connectionsto be completed.
Thermal Dryer
Construction
Rollers were installed for the
180-foot belt conveyor.
2. Bevator 1 was repositioned to accept material from the 180' conveyor, and to discharge material
into the biosolids hopper. The unit was staged and is pending permanent placement following the
dryer placement and final connections.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S
Thermal
Dryer
Construction
Elevator 1 is repositioned to
accept material from conveyor
that discharges into hopper.
3. Bevator 2 was moved into the solar house and staged but will likely have to be repositioned once
the dryer is positioned so that material can be discharged directly into the dryer's collection box.
4. The barrier blocks which protect the 180' conveyor from loading equipment were installed in solar
houses A — E. The barrier blocks were also reinforced with cribbing to assure the structures do not
move.
Thermal
aorw Wxkt w4
Dryer
reinforce" NN o►6bnq
Construction
UKI protect &* Comyrtw
hom ioaeeq equipment
5. The 18' x 18' concrete foundation was framed and poured which will support the new dryer's cooling
tower. The foundation blueprints included 3- 12' curbs.
Jacobs- Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S
Thermal Dryer
Construction
18' x 18' concrete slab will
support the cooling tower
for the new thermal dryer.
4.6 Revenue
Table 4-1: Revenue generated from the BMS
Product Tons Sold/ Received Revenue Generated
Hay
Fertilizer
Water Treatment Residuals
$600,000
$500,000
$400,000
$300,000
$200,000
$100,000
82.09
0
1---r
,106.91
Figure 4-1: Revenue generated from the BMSvia hay, fertilizer, and WTR
Revenue Generated
Biosolids Management Site
r— r-
10
0 Monthly 2021 Monthly 2022 Cumulative 2022
$6,018.95
$0
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 paco S
5. Maintenance
5.1 West Side
Below freezing temperatures resulted in several issues with the reuse (W3) water system which is used
in the biosolids handling building. The maintenance team worked to repair all line breaks and insulate
exposed piping from refreezing. This was a great team effort, and the faciIity experienced no unplanned
discharges as al I I ine breaks were contained.
Oe-
West Side
W3 Repair
Sub -freezing temperatures resulted
in several line breaks. The W3 line
at West Side was repaired and
received new insulation.
5.2 Noland
In the month of December, the team began decommissioning and removing all six anoxic mixers on
the west biounit. These mixers will be replaced with six new Banana style FLYGT mixers that were
received in late November. The team also shipped two aerator blades to JCI for evaluation and repair.
A request for approval of funds will be submitted after the quote is received. The goal is to have this
biounit rebuilt and returned to service by March of 2023.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S
i
V
Noland
Anoxic Mixers
are removed in
preparation for
new banana
FLYGT mixers
The biological unit RAS well pump #1 tripped due to thermal overload. The team conducted a root
cause troubleshooting analysis and was unable to determine the failure. The pump was removed from
service and sent for further evaluation of electrical issues within the motor. The repair quote from Jack
Tyler is pending and the repair processwill be scheduled once additional details are obtained.
5.3 Lift Stations
Lift station 5 on Gregg Avenue, Pump 1 was returned to service which provided the station three of the
four pumps available for use. Pump 4 is scheduled to be returned from Bectric Motor Center by the
middle of January.
Noland Bio Unit
RAS Pump
RAS pump 1 tripped thermal toad
warning and was sent for further
evaluation and repair quote.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
5.4 Key Performance Indicators/ Measures
Figure 5-1: Labor Hours by Work Order Type
— 64.00, 0 ---, ❑ 0.00, 0
❑ 326.25.0
❑ 559.33, 0
26.06, 0
❑administrative
❑corrective maintenance emergency
❑ 33.25, 0
El corrective maintenance non
emergency
corrective maintenance from
pm/pdm
❑ preventive maintenance
❑ 951.40, 0
Figure 5-2: Work Order Count by Type
❑administrative
❑ corrective maintenance emergency
❑ corrective maintenance non
emergency
corrective maintenance from
pm/ pdm
❑ preventive maintenance
prof ect
❑ safety
❑ 149�
prof ect
❑ safety
2, 0% ❑ 0, 0% ❑ 45, 3% 0 8, 0%
Jacobs- Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
5.5 Capital Improvement Projects (CIP)
The Lift Station #7, Hamestring, Pump #5 was reinstalled and returned to normal operational status.
The pump was previous sent to Evans Electrical due to unforeseen electrical issues which had caused
the pump to seize earlier in the year.
The Lift Station #5, Gregg Avenue, Pump #4 was returned to service following the pump rebuild project.
This project was approved in 2021 as an unplanned GP item. The pump rebuild project was delayed
due to supply chain issues.
Jacobs— Fayetteville Project 13
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Jacobs Fayetteville Client Monthly Report for December 2022 paco S
6. Industrial Pretreatment
All permitted industries schedu I ed faci I ityshutd owns of various I engthsdue to the Christ m as and New Year
holidays.
Wolfspeed, Inc. became the most recent categorical industrial user in Fayetteville under the Bectrical and
Dectronic Components, Semiconductor sub -category for new sources (§469.18). This industry is required
to self -monitor for metals and cyanide quarterly and total toxic organics (TTO) semi-annually, unless
submitting certification in lieu. The flow is estimated to be 55 gallons per day.
Annual compliance inspections and sampling were completed for significant industrial users Marshalltown
Tools, Hiland Dairy, ConAgra, Tyson, Ecotech, Okhart,and Custom Powder Coating to determine compliance
status with the industrial waste discharge permit, City of Fayetteville Code, and 40 CFR Part 433, 403, 463,
468, and 433 respectively. All were found in compliance.
Hiland Dairy entered into an agreement with the City of Fayetteville detailing a compliance schedule which
includes explicit deadlinesfor installing a flow meter. The flow meter will sustain calibration requirements,
per permit FAY05. A flow meter has been purchased by the date specified within the schedule; but due to
shipping delays, was not able to be installed by the completion date. However, as required, Hiland submitted
a request for an extension. This extension was approved, and the flow meter shall be installed in January.
A Pretreatment Compliance Inspection (PCI) was performed by ADEQ during September; no violationswere
noted at the time of this inspection.
Monthly surcharge and waste hauler reports were completed and sent to the city for billing. For revenue
generated from the IPP, see Table 6-1 and Figure 6-1 .
Table 6-1: Revenue generated from the Industrial Pretreatment Program (IPP)
Revenue
$38,052.72 , Surcharges on November data
$1,550.00 1 Feesfrom hauled waste accepted in December
$0.00 Other fees paid in December
$0.00 Fines assessed in December
Zero violations for all industrial users Violations on November data
Jacobs— Fayetteville Project 14
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S
Figure 6-1: IPP revenue total from surcharges, fees, and fines
Revenue Generated
Industrial Pretreatment Program
$140,000
$120,000
$100,000
$80,000
$60,000
$40,000
$20,000
� O
❑ 2021 Monthly Surcharge Fees plus Hauled Waste Fees
❑ 2022 Monthly Surcharge Fees plus Hauled Waste Fees
Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month
Hauled Waste Summary
70
50
40
30
20
10
0 I-rT- FF rr rr rf IT
4, �y� ,oet met met
■ 2022 APT ■ 2021 APT ❑ 2022 BJ ❑ 2021 BJ 2022 TOTAL ■ 2021 TOTAL ■ 2022 CIC
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
7. Woolsey Wet Prairie
A review of the 2022 hydrologic record highlights a year of seasonal precipitation extremes. Although total
annual precipitation ended higher than normal at 52.2 inches, compared to a regional normal of 48.5
inches, a closer look at seasonal rainfall trends emphasizes two noteworthy extremes. For example, spring
experienced a 3-month window (March -April -May) with several large storm events resulting in a 7.5-inch
precipitation surplus compared to regionally normal averages. Summer -fall followed with an extended 5-
month window (June through October) that experienced a 5-inch precipitation shortage. While large rainfall
surplusesand shortages present many operational challenges, Woolsey Wet Prairie is admirably adapted to
accommodate such seasonal rainfall swings as part of the wet -prairie cycle of retaining the standing surface
water for extended periods while also drying up late summer into early fal I.
Following an especially dry August and September nearly all surface water had dissipated, even from the
remnant farm ponds, which rarely occurs. Limited periods of completely dry conditions are desirable for
promoting some of Woolsey's most rare wet -prairie ecology, namely the Crayfish frog which thrives in
habitatswith temporal water sources.
The end of the year vegetation management included finalizing all controlled burn safety preparations,
namely removing standing vegetation from around various structures and signage within the designated
burn area. Areas adjacent to 30 utilityand wetland related structures are fine-cut and raked to protect them
from fire exposure and excessive heat. Similarly, vegetation is cut from around another 3-dozen area signs
to diminish fire intensity and minimize damage -risk.
Jacobs— Fayetteville Project 16
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Jacobs Fayetteville Client Monthly Report for December 2022 ;acO S.
Year
2022
Woolsey Wet -Prairie Annual Surface Water Monitoring Table
Month
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
ANN
7rebO.
ACT NRM I DiFf
1 16 18 •1.3 37 28 0.9 46 a0 0.6 71 46 2.6103 60 4.3 16 6.0 -2.5
26 35 -OA a.6 32 1.4;9 48 .1.0
44 43 0.1 56 42 1.1 32 32 0.0 522
485
3.7
Surface H2O
z
z
x
x
x
x
z
7
of
12
ES
WOF Ret.
NA
-
_
%
X
-
-
-
-
-
-
-
2
of
12
;2-
Log Combo
0:
7:5
7:5
7:5
7:5
7:5
5:
5:
5:
5:
5:
5:
"^+
Height (in.)
0
12
12
12
12
12
5
5
5
5
5
5
Pond Ret.
x
z
x
x
x
x
x
x
x
!
x
x
11
of
12
E4
S. H2O
x
x
x
x
x
x
x
7
of
12
WOF Ret.
NA
%
%
%
%
-
NA
NA
M
NA
NA
-
4
of
12
19•
L.C.
0:
7:5
7:5
7:5
7:5
7:5
0:
0:
0:
0:
0:
5:
'
H.(in.)
0
12
12
12
12
12
0
0
0
0
0
5
S.H2O
z
z
x
x
x
S
of
12
E3
WOF Ret.
NA
X
-
X
X
-
-
-
-
-
-
-
3
of
12
11-
LC.
0:
7:5
7:5
7:5
7:5
7:5
7:5
7:5
7:5
7:5
7:5
5:
u,
Ma`
H.(in.)
0
12
12
12
12
12
12
12
12
12
12
5
VE
1
S. H O
z
z
x
x
x
x
x
7
of
12
WOF Ret.
NA
X
X
X
X
-
-
-
-
-
-
E 4
of
12
c
21'
L.C.
0:
7:5
7:5
7:5
7:5
7:5
7:5
7:5
7:5
7:5
7:5
5:
«�
M+'
H.(in.)
0
12
12
12
12
12
12
12
12
12
12
5
3
E2
S. H2O
x
x
x
x
x
x
x
7
of
12
WOF Ret.
NA
X
X
X
X
4
of
12
21-
LC.
0:
7:7:5
7:7:5
7:7:5
7:7:5 e
7:5:5
7:5:5
7:5:5
7:5:5
7:5:5
7:5:5
7:
W.
H.(in.)
0
19
19
19
19
17
17
17
17
17
17
7
S.H2O
x
x
x
x
x
x
x
x
x
9
of
12
W1
WOF Ret.
NA
X
X
X
%
-
-
-
-
-
-
-
4
of
12
a-
LC
0:
1:7
7:7
7:7
7:7 "�
7:7
7:5
7:5
7:5
7:5
7:5
5:
H. (in.)
0
14
14
14
14
14
12
12
12
12
12
5
Pond Ret.
x
x
x
x
x
x
x
x
x
!
x
x
11
of
12
S. H2O
x
x
x
x
x
x
x
7
of
12
W2
Max Ret.
X
X
X
X
X
X
6
of
12
L.C.
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
H.(in.)
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
NA
JACOBS'
Last month, the herbicide treatment was discussed and there were a few inquiries about the selection and
use of herbicides. Through the use of Invasive Vegetation Management, we can minimize the impact of
invasive plant speciesto the natural biome that is so vital to the ecosystems that thrive in our area. It is our
goal to inhibit the introduction and proliferation of species that reduce the overall biological diversity and
can bring disease and damage to our native plant and animal species. The careful and safe application steps
listed below help us target those specieswhile minimizing the impact to the native beauty of our treatment
areas. With careful attention to these steps,we have been ableto witnessnumerous plant and animal species
that were once thought to be in critical danger or non-existent. For example, the return of White Prairie
Sagebrush (Artemisia ludoviciana ssp. mexicana); considered an Arkansas (Rare) Tracked Species of Special
Concern. We have been intentionally contributing to a multi -year effort to expand it throughout Woolsey
upon its unexpected discovery and protect Washington County's only documented population on the north
side of the solar fields.
Best Management Practices (BMP) for Herbicide Selection. Application. and Monitoring
Utilizing herbicide chemicals specifically recommended by the city's contracted environmental
consultant group, Eco. Inc, for Woolsey Wet Prairie's vegetation management.
2. Useof selective herbicides specif ical ly matched to target species rather than applying nonselective,
or pre -emergent, herbicides that eliminate all vegetation species.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
a. Example: Apply a broadleaf specific herbicide to broadleaf invasives and grass -selective
herbicides for treating invasive grasses rather than applying a non -selective herbicide that
impacts all vegetation within the treatment area.
3. Utilizing hand-held or backpack spot- spray appl i cation methodology within Woolseythat narrowly
targetsspecific plantsfor herbicide application and reducesthe over -application of chemical onto
surrounding vegetation. Industrial sprayer and boom -spray applications, which involve
comparatively large application volumes and broad application areas are not employed within
Woolsey'swetland cell areas.
4. Closely following herbicide label application instructions and precautions, i.e., not applying
chemicals into waters, utilizing more conservative mixture concentrations and Conservation
Reserve Program (CPR) recommendations, when available.
5. Tracking and submitting for review (via Eco, Inc) all herbicide application volumeswithin Woolsey
Wet Prairie to ensure we stay well under label annual application volume limits.
6. Encouraging annual university research and monitoring of Woolsey Wet Prairie bird, reptile,
amphibian, and butterfly populationsas indicators of habit health.
Jacobs— Fayetteville Project 18
'1
Jacobs Fayetteville Client Monthly Report for December 2022 jaco S
8. Sustainability, Community Involvement & Recognitions
8.1 Sustainability
8.1.1 Recycling & Waste Diversion Stats for 2022
One of the annual sustainabi I ity goals fort he Jacobs Fayettevi I I e team fort he year 2022 was to improve
waste diversion through education and participation from Project staff in the use of best practices for
mixed and specialized recycling and overall waste reduction by keeping in -line with the City of
Fayettevil le's goal to maximize solid waste reduction, diversion, and recycling, achieving a goal of 40%
waste diversion by2027, and Jacobs Plan Beyond 2.0 sustainability strategy. Multiple recycling sorting
and collection `stations' were established or improved upon throughout the project and several
trainingswere held during quarterly Project wide meetingsto help establish best practicesand comply
with Fayetteville's recycling program.
In addition to improved recycling practices, during our fall community event at the West Side WRRF
and at four staff lunches hosting 40-55 people in 2022, 90% of the food related dining productswere
compostable, paper products or reusable ware versus single -use plastics or Styrofoam. It is estimated
around 150 Ibs of total waste generated from these events was diverted as biodegradable instead of
150 Ibs of `forever' waste going to the landfill.
Below isatable highlighting the metricsof improved recycling and landfill diversion in 2022 compared
to 2021:
Mixed
Recycling (Ibs)
Disposable
Batteries (Ibs)
Scrap Metal
Copper wire
Waste Oil
(Plastics #1 & #2,
Gloves (Ibs)
(Battery Solutions)
(tons)
(tons)
(gallons)
Aluminum, Glass,
(Teracycle)
Cardboard & Paper)
2021: Jan - Dec
1,315
75
10
66.1
18.9
250
2022: Jan - Dec
2,430
150
16
82.6
75.6
250
Measured
Waste Diversion
85%
100%
60%
25%
300%
0%
Improvement (%):
8.1.2 Recognition
In December, Jacobs was recognized in the prestigious Dow Jones Sustainability World Index 2022
(DJSI) and a position in the CDP's A -List for the first time. The CDP A -List showcases leaders in
environmental action and transparency utilizing bold climate action and a commitment in the fight
against climate change. Jacobs has also received a gold medal in the EcoVadis Sustainability Ratings
and was recognized as a leading organization in the Wall Street Journal's 250 Best -Managed
Companies of 2022.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
8.2 Community Involvement
8.2.1 Community Investments
In addition to the many hours spent volunteering and collaborating with the Illinois River Watershed
Partnership (IRWP) and the Beaver Watershed Alliance (BWA) on behalf of the City of Fayetteville and
as a fellow invested stakeholder in the long-term resiliency of NWA's watersheds, Jacobs donated
$1,000 to each of these excellent non -profits in December, as their continued success translates to
greater quality of life for our entire NWA community.
Jacobs helped sponsor (--$500) the Northwest District Arkansas Water Works & Water Environment
Association (NWD WW&WEA) annual meeting and award ceremony in December. The mission of the
NWD AWW&WEA is to encourage the education and licensing of its members in the fields of water and
wastewater systems and to provide a venue by which the members can share information, obtain
training, and improve the overall standing of the profession within the NWArkansas communities.
Jacobs
Team
Receives
2022
NWD
AWW &
AWEA,.
AwardsO
Northwest District of the
Arkansas Waterworks
KM
& Water Environment
Association
8.2.2 Recognition
-Ask, 1.F Jacobs employee Peter Burrow,
Fayetteville's Biosolids Management
Site's Manager, received the Individual
Achievement Award for Wastewater
3 _ Manager of the Year in recognition of
his tireless efforts in managing BMS
and its team. Johnson Byrd,
Fayetteville's Industrial Pretreatment
Coordinator, received the Individual
Achievement Award for Wastewater
Pretreatment Professional for the
ow 2022 Wastewater Manager ofthe Year second year in a row.
Three Jacobs employees, Mayo Miller,
Austin Ramsfield, and Jeff Hickle were
on the board of the NWD AWW&WEA
for the year 2022; Austin Ramsfield
also had taken on the role of
Secretary/Treasurer for 2022 and was
nominated to be the NWD AWW&WEA
Committee Chair for 2023.
Jacobs— Fayetteville Project
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Jacobs Fayetteville Client Monthly Report for December 2022 jaco S.
9. Health & Safety
The facility has developed inspired initiatives heading into the 2023 year. The safety team will consist of a
chairman and four delegates. The plant will continue its focus on providing quality safety training to its staff.
The staff completed more than 260 safety training events throughout 2022. Jacobs demonstrates a
continuous commitment to providing high quality safety training to its employees. The team will look for
hazard elimination initiatives going forward into 2023.This process starts with looking at existing moderate
to elevated level hazards.The next step isto implement the hierarchy of control matrix.The matrix includes
safety controls for hazards. The first level of safety control protection is the use of proper PPE (personal
protective equipment). The next level is administrative actions such as staff rotation, frequent breaks, and
other detailsthat change the behavior of people rather than removing the hazard. The final and best option
is engineering a solution to eliminate a hazard. This step is a big initiative for the facility going forward. The
safety team will provide training and discussion during the next quarterly plantwide meeting. The training
will cover the site safety manual and will include updatesto useful response actions and contact information.
Jacobs— Fayetteville Project 21
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Jacobs Fayetteville - Client Monthly Report for December 2022 jaco S
Appendix A. Additional Information
Effluent & Influent Data
White River Effluent Characteristics
2022
Monthly
Average
( Mo)
WR
CBOD
(mg/ L)
WR
CBOD
(Ibsl d)
WRTSS
(mg/ L)
WRTSS
(Ibsl d)
WR
Phos
(mg/ L)
WR
Phos
(Ibsl d)
WR
Ammonia
(mg/ L)
WR
Ammonia
(Ibsl d)
D.O.
Avg
m L in
( g/ )
pH Min
(s.u.)
pH Max
(Su')
Fecal
Coliform
(MPN/
)
Permit
Limit
20.0
2,102
15.0
1,576
1.0
105.0
4.0
420
8.7
6.0
9.0
1,000
December
January
6.2
2.9
146
1.8
91
0.15
8.0
0.07
4
19.5
7.3
7.5
21
February
5.9
4.2
211
3.4
171
0.17
8.0
0.08
4
19.5
7.3
7.5
21
March
6.1
3.9
192
3.6
178
0.16
8.3
0.42
23
18.6
7.2
7.5
19
April
8.8
3.6
269
2.1
157
0.15
11.4
0.13
9
15.9
7.3
7.5
27
May
8.4
4.1
287
2.0
136
0.18
12.1
0.07
5
13.9
7.1
7.6
36
June
6.0
5.2
261
3.6
183
0.35
17.9
0.12
6
16.2
7.0
7.6
37
July
5.2
2.9
160
1.5
79
0.36
19.0
0.11
4
15.6
6.9
7.6
107
August
5.3
4.4
192
1.6
70
0.33
14.5
0.06
3
15.1
7.2
7.6
136
September
4.5
3.8
142
1.7
63
0.30
10.5
0.06
2
15.9
7.5
7.7
66
October
4.3
4.1
141
1.4
50
0.12
4.2
0.09
3
17.3
7.4
7.6
41
November
4.6
3.4
128
1.5
55
0.15
5.5
0.24
7
16.6
7.4
7.6
51
December
6.2
4.2
215
2.7
140
0.15
8.2
0.13
6
14.9
7.4
7.6
22
Average
5.9
3.9
195
2.2
114
0.21
10.6
0.13
6
16.6
7.2
7.6
49
Jacobs- Fayetteville Project
Jacobs Fayetteville —Client Monthly Report for December 2022
White River Effluent Characteristics— Minerals
2022 WRTDS WRTDS WRSulfate
(mg/ L) (I bs/ d) (mg/ L)
Permit Limit 500 52,542 119
Decem ber
January
February
March
April
May
June
July
August
September
October
Novem ber
Decem ber
Average
315
16,215
60
351
17,380
77
325
16,343
67
296
22,171
65
310
21,509
50
368
20,717
47
374
20,534
53
361
15,694
57
372
14,106
67
383
13,385
74
390
13,159
62
375
16,383
54
352
17,300
61
WRSulfate
(Ibs/d)
12,505
3,443
3,686
3,453
4,413
3,736
2,932
2,201
2,643
2,922
1,654
2,079
2,499
2,972
WR Nitrate
(mg/ L)
report
3
4
3
5
8
8
11
7
5.1
10
9
6
7
Jacobs
WR Nitrate
(Ibs/d)
report
155
182
144
339
613
474
457
334
222
224
298
292
311
Jacobs— Fayetteville Project
ON
Jacobs Fayetteville -Client Monthly Report for December 2022 oaco S
Goose Creek Effluent Characteristics
Monthly
D.O.
GC
GC
GC
GC
GC
Fecal
2022
Average
GCCBOD
GCTSS
GCTSS
Avg
pH Min
pH Max
CBOD
Phos
Phos
Ammonia
Ammonia
Coliform
Flow
(Ibs/d)
(mg/L)
(Ibs/d)
Min
(s.u.)
(s.u.)
(mg/L)
(mg/L)
(Ibs/d)
(mg/L)
(Ibs/d)
(MPN/100ml)
(MGD)
(mg/L)
Permit
Limit
13.3
1,109.2
15.0
1,251
1.0
83.4
3.7
341.9
8.7
6.0
9.0
1,000
December
January
9.0
2.0
145.5
1.0
73
0.06
4.2
0.03
1.96
10.9
7.1
7.4
7
February
11.4
2.0
190.3
1.0
95
0.06
6.1
0.06
6.9
11.0
7.0
7.3
5
March
11.0
2.0
189.2
1.0
94
0.07
6.9
0.05
7.0
10.6
7.0
7.4
6
April
12.8
2.0
228.1
1.0
112
0.07
7.7
0.06
8.4
10.1
7.0
7.4
5
May
12.6
2.0
210.2
1.0
109
0.13
14.9
0.04
4.0
9.6
7.0
7.5
6
June
7.7
2.0
127.7
1.0
65
0.07
4.7
0.06
4.4
9.1
7.2
7.7
7
July
5.8
2.0
91
1.0
47
0.13
6.0
0.05
2
8.6
7.3
7.8
9
August
7.3
2.3
144.6
1.0
62
0.07
4.5 J
0.05
3.4
8.7
7.3
7.7
12
September
6.8
2.5
138.0
1.0
55
0.06
3.3
0.03
1.6
8.8
7.3
7.7
8
October
6.6
1.8
101.1
1.0
57
0.08
4.6
0.30
25.2
9.2
7.2
7.6
11
November
8.0
1.9
123.5
1.0
64
0.06
4.1 J
0.06
4.3
9.9
7.2
7.6
6
December
9.5
2.0
154.1
1.0
79
0.10
9.2
0.05
4.3
10.4
7.0
7.5
6
Average
9.0
2.0
153.7
1.0
76
0.08
6.3
0.07
6.1
9.7
7.1
7.6
7
Jacobs- Fayetteville Project
Jacobs Fayetteville -Client Monthly Report for December 2022
Paul IR Noland Influent Characteristics
Monthly
Hydraulic
Noland
Average
Loadings
WRRF
Flow
Percent of
(MGD)
Design
Designed
12.6
(Annual Avg.)
January
5.5
44.0%
February
7.2
57.3%
March
7.1
56.5%
April
8.9
70.5%
May
8.1
64.1 %
June
4.9
39.2%
July
3.9
30.6%
August
4.8
38.4%
September
4.4
34.7%
October
4.3
33.8%
November
5.8
46.1 %
December
6.0
47.6%
Average
5.9
46.9%
Jacobs
BOD
Organic
TSS
TSS
PO4
PO4
NH3
NH3
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Loading
Percent of
Percent of
Percent of
Percent of
(Ibsl d)
(Ibsl d)
(Ibsl d)
(Ibsl d)
Design
Design
Design
Design
29,666
23,198
765
2,250
15,277
51.5%
8,140
35.1 %
176
23.0%
742
33.0%
14,861
50.1 %
9,849
42.5%
214
28.0%
936
41.6%
18,925
63.8%
10,512
45.3%
125
16.3%
767
34.1 %
16,653
56.1 %
11,615
50.1 %
249
32.5%
1006
44.7%
12,877
43.4%
8,113
35.0%
190
24.8%
826
36.7%
13,202
44.5%
8,182
35.3%
176
23.0%
599
26.6%
11,832
39.9%
7,935
34.2%
185
24.2%
615
27.3%
17,100
57.6%
8,961
38.6%
218
28.5%
878
39.0%
11,794
39.8%
8,171
35.2%
219
28.6%
858
38.1 %
11,833
39.9%
7,379
31.8%
229
29.9%
930
41.3%
13,234
44.6%
9,022
38.9%
216
28.2%
921
41.0%
11,497
38.8%
8,718
37.6%
205
26.8%
706
31.4%
14,090
47.5%
8,883
38.3%
200
26.2%
815
36.2%
Jacobs- Fayetteville Project
ON
Jacobs Fayetteville - Client Monthly Report for December 2022 jaco S
West Side Influent Characteristics
West Side Monthly Hydraulic BOD Organic TSS TSS PO4 PO4 NH3 NH3
WRRF Average Loadings Loading Loading Loading Loading Loading Loading Loading Loading
Flow Percent of (Ibs( d) Percent of (Ibs( d) Percent of (Ibs( d) Percent of (Ibs( d) Percent of
MEL (MGD) Design Design Design Design Design
Designed 10.0 14,595 14,595 584 1918
(Annual Avg.)
January
9.0
89.9%
10,385
71.2%
12,697
87.0%
182
31.1 %
1,516
79.0%
February
11.3
113.4%
14,687
100.6%
14,604
100.1 %
201
34.5%
1,293
67.4%
March
11.0
109.9%
11,456
78.5%
11,879
81.4%
168
28.8%
1,282
66.9%
April
12.8
128.1 %
12,021
82.4%
14,644
100.3%
154
26.4%
1,292
67.4%
May
12.6
125.6%
10,734
73.5%
10,772
73.8%
223
38.3%
1,305
68.0%
June
7.7
77.3%
10,377
71.1 %
11,381
78.0%
170
29.0%
1,258
65.6%
July
5.8
58.4%
10,797
74.0%
14,063
96.4%
180
30.9%
1,435
74.8%
August
7.3
73.0%
10,496
71.9%
12,539
85.9%
265
45.3%
1,580
82.4%
September
6.8
67.7%
10,419
71.4%
11,859
81.3%
184
31.6%
1,276
66.5%
October
6.6
66.0%
11,918
81.7%
10,762
73.7%
162
27.7%
1,239
64.6%
November
8.0
80.5%
11,688
80.1 %
11,915
81.6%
275
47.1 %
1,294
67.5%
December
9.5
95.3%
11,463
78.5%
12,504
85.7%
445
76.2%
1,136
59.2%
e
90.4%
11,370
77.9%
8
85.4%
37.2% 7M
Jacobs- Fayetteville Project
Appendix B. Employee Vacancy and Project Status Report
Department
Job Title
Employee Name
Fa etteviIle % FTE
Admin
Project Manager
Jan Guy
82.00%
Admin
Assistant Project Manager
Vacant
100.00%
Admin
Project Specialist
Sarah Garrison
100.00%
Admin
Environmental Specialist
Jeff Hickle
100.00%
Admin
Health, Safety, Compliance Professional
Wes Cloud
70.00%
Admin
Project Coordinator
Brandi Miller-DeWeese
90.00%
Admin
Administrative Assistant
Christy Taylor
100.00%
Admin
Administrative Assistant
Kassandra Foster
100.00%
BMS
BMS Supervisor
Peter Burrow
100.00%
BMS
Lead Operator
John Tenberge
100.00%
BMS
Operator I
David Dajani
100.00%
BMS
Equipment Operator
Charlie Boger
100.00%
BMS
Equipment Operator
Anthony DeJesus
100.00%
BMS
Equipment Operator
Vacant
100.00%
BMS
Operator In Training
Vacant
100.00%
BMS
Operator In Training
Ben Shondelmyer
100.00%
BMS
Operator In Training
Robert Donnell
100.00%
BMS
Operator In Training
Vacant
100.00%
BMS
Mechanic
Mike Reed
100.00%
Admin
Admin-OpsSupervisor
Thom Vinson
90.00%
LAB
Laboratory IPP Director
Donna McChristian
90.00%
LAB
Industrial Pretreatment Coordinator
John Byrd
100.00%
LAB
Lead Laboratory Analyst
Matt Benton
100.00%
LAB
Laboratory Analyst
Walter Chodor
100.00%
Maint
Maintenance Supervisor
Joshua AI leman
100.00%
Maint
Lead Mechanic
Brian Daniels
95.00%
Maint
Lead Electrician
Tim Marr
70.00%
Maint
Mechanic
Robert Ingram
100.00%
Maint
Mechanic
Buddy Carter
100.00%
Maint
Mechanic
Tom Cotter
100.00%
Maint
Mechanic
Paul Goolsby
100.00%
Maint
Mechanic
Rick Dollarhide
100.00%
Maint
Mechanic
Michael Spohn
100.00%
Maint
Mechanic in Training
David Post
100.00%
Maint
Mechanic in Training
Caleb Wheeler
100.00%
Operations
Operations Supervisor
Shawn Santel lanes
100.00%
Operations
Lead Operator
Travis Patton
100.00%
Operations
Operator I
Anthony Ramsfield
100.00%
Operations
Operator I
Justin Sweeney
100.00%
Operations
Operator
Tom Meunier
100.00%
Operations
Operator
Chandler Smothers
100.00%
Operations
Operator
Britt ney Doyle
100.00%
Operations
Operator In Training
Jeremy Johnson
100.00%
Operations
Operator In Training
Vacant
100.00%
Operations
Operator In Training
Vacant
100.00%
SCADA
SCADA Supervisor
Mayo Miller
100.00%
SCADA
Instrument & Control Tech
Pat Cooley
95.00%
SCADA
Instrument & Control Tech
Preston Jones
100.00%
Authorized Positions=
48.0
Filled Positions=
42.0
Filled FTE's= 40.8
REGIONAL SUPPORT and SPECIAL PROJECTS (Performed in scope)
Area
Reason
Name
Hours
SCADA
Network Upgrade
Scada Regional Support
90.25
Maintenance
Maintenance, Reporting, and IT Related Activites
Various Regional Staff
352.5
BMS
Dryer Installation Project
Staff & Regional Support
528
Noland
Master Plan Data Request and Sampling Planning
Staff
120.5