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HomeMy WebLinkAbout2023-03-14 - Agendas - FinalCITY OF
FAYETTEVILLE
ARKANSAS
MEETING AGENDA
Water, Sewer, and Solid Waste Committee
14 March 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, Ross Jackson, Peter Nierengarten, Brian
Pugh, Corey Granderson, Aaron Watkins, Cody Ashworth, Greg Weeks, Jan Guy,
Chris Buntin, Marson Nance
From: Tim Nyander, Utilities Director
CALL TO ORDER
UPDATES
OLD BUSINESS:
NEW BUSINESS:
1. West Side Prairie Agreement
In February 2020, the City Council approved a 3-year contract with the Northwest Arkansas
Land Trust (NWALT) for habitat restoration and management of the 41 acre West Side Prairie,
which is located just North of the West Side Wastewater Treatment Facility.
The Northwest Arkansas Land Trust was selected because of their expertise in habitat
restoration. Their charge in 2020 was to assess the site for ecological values and to utilize
adaptive restoration strategies for native tall grass prairie and savannah species. Additionally,
NWALT would also improve public accessibility.
This new contract is for 12 months of work and in addition to the above, includes
employing a variety of plant management techniques to control invasive and exotic plant
species on the site.
Funds are available in the Wetlands bank construction capital project within the Water &
sewer fund.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
2. Easements for Construction of an Elkins Sewer Lift Station
The City of Fayetteville and City of Elkins have an agreement for both water and sewer
services. The City of Elkins operates their own water and wastewater systems, purchasing
water wholesale from Fayetteville and metering sewer wholesale from a lift station and metering
site east of Lake Sequoyah. Elkins is in the process of upgrading their sewer lift station and the
downstream force main that transports the wastewater to Fayetteville's system. These upgrades
are needed to reduce wet weather sewer overflows and accommodate growth in their system.
Temporary and permanent utility easement is needed for the Elkins sewer lines across several
City of Fayetteville parcels as shown in the attached exhibits. These areas are generally north of
Highway-16 in the vicinity of Lake Sequoyah. Staff recommends approval of the easements as
requested.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
3. 11' Street Waterline Cost Share
Infill development is proposed by 11th St Cottages, LLC south of 111h Street between S.
Washington Avenue and S. Beebalm Ave. (parcel 765-03341-000). The site is approximately
0.66-ac, currently vacant, and is zoned RIU. The developer proposes to build 9 cottages in a
cluster housing development. In order to service these houses, they will need to install a water
line from Washington Ave to the corner of the subject property, approximately 174-ft, and then
extend it in along the frontage of the property to the middle of the property, an additional
approximately 62-ft, for a total of 236-ft.
This waterline would also benefit any future development east and north of this project site. The
developer seeks the Water & Sewer Committee's feedback on this cost share to inform their
next steps of detailed engineering, permitting, and contractor quotes. 111h St Cottages, LLC
requests a 50% cost share on this waterline installation. Preliminary engineering estimates
provided by Community By Design total $88,642.40 for the project. However, exact cost share
amounts would be presented at a future date based on a contractor low bid.
INFORMATION ONLY
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
4. Overview of WWTP Monthly Report
January 2023 Monthly WWTP Report
PRESENTATIONS
ATTACHMENTS
NWALT Scope of Services
Elkins Easement Exhibit 1
Elkins Easement Exhibit 2
Elkins Easement Exhibit 3
111" St. Cost Share Proposal
January 2023 WWTP Report
ADJOURN
Next Water, Sewer, Solid Waste Committee meets on
Tuesday, April 11t", 2023, at 5:30 p.m.
NORTHWEST ARKANSAS
LAND TRUST
February 24, 2023
Northwest Arkansas Land Trust
1725 S. Smokehouse Trail
Fayetteville, AR 72703
(479) 966-4666
Project Manager
Marson Nance, Director of Land Stewardship & Research
mnance@nwalandtrust.org
Attn: Tim Nyander, Utilities Director
479.575.8386
tnyander@fayetteville-ar.gov
Scope of Services for the City of Fayetteville, Arkansas
Westside Prairie Restoration and Management
The Northwest Arkansas Land Trust (NWALT) is pleased to provide this Scope of Services to The City
of Fayetteville, Arkansas (City) for restoration and management of the Westside Prairie tract located
north of the Westside Water Treatment Facility on City owned property. West Side Prairie is a
remnant of relatively undisturbed tallgrass prairie and part of a larger mosaic of sustainable practices
which include a wetland mitigation site and solar arrays. The conservation of this prairie remnant is
an important addition to the existing facilities and provides ecosystem services such as carbon
sequestration, wildlife habitat, and stormwater management.
The scope detailed below is for 12 months of work and includes habitat restoration and management
activities and improving public accessibility.
Task 1 ADAPTIVE HABITAT RESTORATION AND MANAGEMENT OF HISTORIC PRAIRIE
1.1 Control and Management of Exotic and Invasive Plant Species
In keeping with an adaptive approach to habitat management as outlined in the 2020
Habitat Conservation & Management Plan, NWALT will employ a variety of plant
management techniques to control invasive and exotic plant species on the site. Routine
maintenance shall include but not be limited to spot treating with herbicides, mulching,
top cutting for seed control, and prescribed fire. Informal botanical surveys will be
conducted seasonally to document new occurrences of exotic species as well as
previously unobserved native plant species.
1.2 Litter Cleanup along Site Boundaries
NWALT will regularly survey for and remove litter and refuse from along roadways and
within the prairie as necessary.
Deliverables: Adaptive plant management and litter pickup
Task 2 PUBLIC ACCESS AND INFRASTRUCTURE
2.1 Routine Mowing and Maintenance of 1 Mile Trail Loop
NWALT will regularly maintain the established 1-mile trail loop within the prairie. This will
primarily consist of mowing and may include the addition of seasonal wet weather
crossings as outlined in the Public Access Plan.
2.2 Installation of Interpretive Signage
NWALT will install 3 strategically placed interpretive signs along the trail loop to interpret
the natural history of the prairie.
2.3 Installation of Parking Area and Trailhead Kiosk
NWALT will continue to work with the City to design and install an appropriate parking
area for the prairie as outlined in the Public Access Plan and in accordance with the 2020
conservation easement guidelines. NWALT will install a trailhead kiosk at the parking area
to interpret the site with regulatory language to protect conservation values and purposes
on both Westside Prairie and the adjacent Woolsey Wet Prairie Sanctuary.
Deliverables: Maintenance of trail, installation of signs, installation of parking area and kiosk
Task 3 ADMINISTRATION AND REPORTING
3.1 Project Management
NWALT will manage all facets of work under this scope of services including but not
limited to work timelines, communications, contractors, vendors, staff, and volunteers (if
used).
3.2 Reporting
NWALT will submit one annual report to include work performed, updates for any new
plant species observed, and recommendations for future management actions.
Deliverables: Project management and oversight, annual report
Budget
Task Number
Action(s)
Fee Estimate
1
Restoration & Management
$11,000.00
2
Public Access & Infrastructure
$8,000.00
3
Administration & Reporting
$1,000.00
TOTAL
$20,000.00
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© 2022 GARVER, LLC
THIS DOCUMENT, ALONG WITH THE
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INSTRUMENTS OF PROFESSIONAL
3
SERVICE AND ARE PROPERTY OF
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REPRODUCTION, OR DISTRIBUTION
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JOB NO. 19W01210
1160
1160
DATE: OCTOBER 2022
DESIGNED BY:
STA. 307+59
INSTALL
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DRAWN BY:
BAR IS ONE INCH ON
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ORIGINAL DRAWING
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ADJUST SCALES ACCORDINGLY.
DRAWING NUMBER
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308+50 309+00 309+50
310+00
310+50
311+00 311+50
312+00
SHEET 3 3
NUMBER
UTILITY EASEMENT
TRACT NO: 2
PARCEL NO: 765-13183-000 & 765-13180-000 & 76-13190-000 & 765-13188-00 &
765-13185-000 & 765-13178-000
STATE OF ARKANSAS
COUNTY OF WASHINGTON
KNOW ALL MEN BY THESE PRESENTS:
That for and inconsideration of $1.00 and other valuable considerations to the undersigned,
City of Fayetteville, the receipt of which is hereby acknowledged, the said Grantor does hereby
GRANT, SELL AND CONVEY unto the CITY OF ELKINS, an Arkansas municipal corporation
(herein styled Grantee), its successors and assigns, the perpetual right of way and easement for the
purpose of constructing, maintaining, inspecting, operating, testing, and repairing and replacing
public water transmission line(s) and/or sewer collection or force main line(s) and related facilities
on, over, across and under the following described real estate located in Washington County,
Arkansas, to -wit:
Property Description
As described in Record Deed: Book 2020, Page 821 and Book 522, Page 52 and Book 535, Page
276
Permanent Water and Sewer Easement and Temporary Construction Easement
See attached "Exhibit A" and "Exhibit B".
TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, forever or until
said easement is fully abandoned.
The Grantor hereby covenants that Grantor is lawfully seized of said land and premises,
and Grantor will forever warrant and defend the title to said lands against all legal claims
whatsoever. The Grantor agrees not to interfere with the operation of any utility infrastructure or
facilities in any way. The Grantor agrees not to erect any building, structures or fences in said
utility easement. No trees shall be planted or permitted by Grantor on said utility easement.
Grantor shall not be entitled to any compensation for fences or growing crops removed or disturbed
within this utility easement by virtue of Grantee's exercise of the rights under this agreement. The
Grantor agrees not to permit any other utilities to be located in the easement without the written
consent of Grantee.
As further consideration for the utility easement rights granted herein, it shall be Grantee's
responsibility to ensure that, upon completion of construction, any driveway, parking area or fence
moved, taken down, damaged or otherwise altered by Grantee or its contractor(s) during and as a
result of construction is returned to the same or better condition as existed immediately prior to
construction. Further, it shall be Grantee's responsibility to ensure that any yard, pasture or field
lying within the easement area which is damaged by Grantee or its contractor(s) during
construction shall be repaired using the same type and variety of grass as predominated the
easement area immediately prior to construction.
The consideration recited herein is in full satisfaction of every right hereby granted. All
covenants and agreements herein contained shall extend to and be binding upon the respective
heirs, legal representatives, successors and assigns of the parties hereto.
It is hereby understood and agreed that the party securing this grant in behalf of the Grantee
is without authority to make any covenant or agreement not herein expressed.
TEMPORARY CONSTRUCTION EASEMENT
Grantor does further hereby grant, bargain and convey unto the said Grantee and unto
Grantee's successors and assigns, agents, employees, and contractors a non-exclusive temporary
construction easement for the construction and installation of utility and other related
improvements upon, along and across Grantor's property described above.
The temporary construction easement shall be used by the Grantee only during periods of
actual construction and installation activity and for any necessary restoration of the easement
property to a clean, slightly and safe condition, with all rubbish, trash and debris removed
therefrom, and all such construction, installation and restoration is to be done and completed by
and under the Grantee's supervision and at the sole expense of the Grantee.
The temporary construction easement shall terminate when this project has been completed
and accepted by the City of Elkins, Arkansas.
IN WITNESS WHEREOF, the Grantor hereunto sets his hand and seal this day of
20_
Grantor:
City of Fayetteville
BY:
2
ACKNOWLEDGMENT
STATE OF ARKANSAS )
) ss.
COUNTY OF WASHINGTON )
On this day came before me, a Notary Public within and for the State and County aforesaid,
personally appear , to me known (or satisfactorily proven) to be the
identical persons who executed the within and foregoing instrument and acknowledge to me that
they executed the same as their free and voluntary acct and deed for the uses and purposes therein
set forth.
WITNESS my hand and seal as such Notary Public on this day of',
20
Notary Public
My Commission Expires:
5
q
PARCEL NO. 765-13183- 000 & 765-13180- 000
& 765-IJ190-000 & 765-IJ185-000 &
765-13188- 000 & 765-13178- 000
CITY OF FA YETTEVILLE
2020-00000821 i 522-52 & 535-276
J
a
- 177.1
N, �- R/W
d. O
MAI
S 87°12 5, f PROPOSED CENTERL NE
SEWER EASEMENT
896.13' —�—
SW CORNER PROP!
SEW!
W1/2NW1/4
SECTION 21
T-16-N R-29-W
LINE
ANGLE
DISTANCE
L1
N 67°57 34
E
33.43
L2
S 34°20'08"
E
26.64'
L3
S 41 ° 17'06"
E
1 1 1.39'
L4
S 64' 17'02"
E
99.57'
L5
S 56°20'25"
E
162.94'
L6
S 64°53' 18"
E
76.83'
AREA CALCULATIONS
SQ. FT.
ACRES
PROPOSED UTILITY EASEMENT
98,888
2.27
PROPOSED TEMP. CONST. EASEMENT
120,737
2.77
EASEMENT
6,
60.1
M/a 368
0s 6,9
25-FOOT -R 46 "
SEMENT
PROPOSED TEMPORARY R/W \
CONSTRUCTION EASEMENT
R/W \
N
BEARINGS - GRID
ARKANSAS NORTH ZONE
LEGEND GRAPHIC SCALE
PL PL EXISTING PROPERTY LINE 200 0 100 200
R/W EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
— — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE ( IN FEET )
1 inch = 200 ft.
THIS EXHIBIT IS A SKETCH DESCRIP77VE ONLY OF THE SIZE, SHAPE PAGE 1 0 F 3
AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT
CONSTI7WE A PLAT OR SURREY OF THE GRANTORS PROPERTY.
2049EASTJOYCEBOULVARD CITY OF ELKINS JOB DATE
ELKINS, ARKANSAS "
SUITE400 19W01211210 JULY 15, 2022
FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER TRACT 2
479527-9100 "EXHIBIT A
COLLECTION SYSTEM IMPROVEMENTS
1I�
�1 I�
5
PARCEL NO. 765-13183— 000 & 765-13180— 000
765—I3190— 000 & 765-13I85— 000
& 765— I3188-000 & 765-13178-000
— —CITY OF FA YETTEVILLE
2020— 00000821 & 522-52 & 535-276
TEMPORARY CONSTRUCTION
EASEMENT
PROPOSED CENTERLINE
SEWER EASEMENT
10,
�,I k �d
I
I �
I
LINE
ANGLE
DISTANCE
L7
S 54° 19 24 E
136.84
L8
S 52*0 106 E
134.73
L9
S 35'36' 14" E
125.66'
I
BEARINGS - GRID
I ARKANSAS NORTH ZONE
LEGEND
PL PL EXISTING PROPERTY LINE
R/W EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
— — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE
GRAPHIC SCALE
200 0 100 200
( IN FEET )
1 inch = 200 ft.
THIS EXHIBIT IS A SKETCH DESCRIP77VE ONL Y OF THE SIZE, SHAPE PAGE 2 0 F 3
AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT
CONSTI7WE A PLAT OR SURREY OF THE GRANTORS PROPERTY.
CITY OF ELKINS JOB DATE
2049 EAST JOYCE BOULVARD
ELKINS, ARKANSAS W "
SUITE400 19W01211210 JULY 15, 2022
FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER TRACT 2
479527-9100 "EXHIBIT A„
-�- � COLLECTION SYSTEM IMPROVEMENTS
IN
LINE
ANGLE
DISTANCE
L10
N 80'26'15" E
15.14
L11
S 54°33'45" E
78.06'
L12
S 34' 18'36" W
37.40'
L13
N 55°56'59" W
98.03'
L14
IS 34°03'01 " Wl
1.43'
PARCEL NO. 765-13183-000 & 765—IJ180-000
765—IJ190-000 & 765-13I85— 000
& 765—IJ188-000 & 765-13178— 000
CITY OF FAYETTE�ILLE
PROPOSED TEMPORARY 2020— 00000821 & 522-52 & 535-276
CONSTRUCTION EASEMENT
PROPOSED CENTERLINE
SEWER EASEMENT
CITY OF ELKINS
2014-00018110
Is, 90-
9 -
BEARINGS - GRID
LEGEND ARKANSAS NORTH ZONE GRAPHIC SCALE
PL PL EXISTING PROPERTY LINE 200 0 100 200
R/W EXISTING RIGHT OF WAY LINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
— — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE ( IN FEET )
1 inch = 200 ft.
THIS EXHIBIT IS A SKETCH DESCRIP77VE ONLY OF THE SIZE, SHAPE PAGE 3 0 F 3
AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT
CONSTI7WE A PLAT OR SURREY OF THE GRANTORS PROPERTY.
CITY OF ELKINS JOB NO. DATE
2049 EAST JOYCE BOULVARD
ELKINS, ARKANSAS W
SUITE400 19W01210 JULY 15, 2022
FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER TRACT 2
479527-9100 "EXHIBIT A„
-�- � COLLECTION SYSTEM IMPROVEMENTS
"EXHIBIT B"
Tract: 2
Parcel: 765-13183-000 & 765-13180-000 & 76-13190-000 & 765-13188-00 & 765-1385-000
& 765-13178-000
Owner: City of Fayetteville
SEWER EASEMENT DESCRIPTION
A part of the South Half (S1/2) of the Northwest Quarter (NW 1/4) and the Northeast Quarter (NE1/4) of
the Southwest Quarter (SW 1/4) and the West Half (W 1/2) of the Southeast Quarter (SE1/4) and Southeast
Quarter (SE1/4) of the Southeast Quarter (SE1/4) all in of Section Twenty-one (21), Township Sixteen
(16) North, Range Twenty-nine (29) West, Washington County, Arkansas, being more particularly
described as follows:
COMMENCING at the Southwest corner of said South Half (S1/2) the Northwest Quarter (NW1/4);
thence S 8712'50" E along the South line of said of said South Half (S1/2) of the Northwest Quarter
(NW 1/4) a distance of 896.13 feet; thence leaving said South line N 02°44'48" E a distance of 230.71 feet
to the Centerline of a Twenty-five foot Sewer Easement being the POINT OF BEGINNING of said
Centerline; thence along said centerline the following: N 67°57'34" E a distance of 33.43 feet, S
80°20'24" E a distance of 320.56 feet, S 34°20'08" E a distance of 26.64 feet, S 81°10'41" E a distance of
177.13 feet, S 81°49'12" E a distance of450.72 feet, S 41°17'06" E a distance of 111.39 feet, S 68°14'46"
E a distance of 368.47 feet, S 61°20'19" E a distance of 260.48 feet, S 54°19'24" E a distance of 136.84
feet, S 52'01'06" E a distance of 134.73 feet, S 35036114" E a distance of 125.66 feet, S 41035134" E a
distance of 205.92 feet, S 42022156" E a distance of 240.28 feet, S 39044'45" E a distance of 418.96 feet,
S 39°33'16" E a distance of 252.81 feet, S 47°08'56" E a distance of 231.42 feet, S 54°37'49" E a distance
of 239.88 feet, S 57°33'41" E a distance of 237.65 feet to the West line of an existing 30-foot Water
Sewer easement recorded in file 2014-00018110 and the end of said Centerline, containing 98,888
square feet or 2.27 acres, more or less as shown on Exhibit "A". The side lines of the Easement shall be
lengthened or shortened to terminate at said West line of the subject property and the said West line of
existing 30-foot Water Sewer easement, as shown on "Exhibit A".
ALSO:
A Temporary Construction Easement containing 120,207 square feet, or 2.76 acres more or less, being
North and East of and adjacent to the above -described Utility Easement and 530 square feet, or 0.01 acre
South of and adjacent to the above -described Sewer Easement as shown on "Exhibit A".
UTILITY EASEMENT
TRACT NO: 3
PARCEL NO: 765-13178-000 & 765-13197-000
STATE OF ARKANSAS
COUNTY OF WASHINGTON
KNOW ALL MEN BY THESE PRESENTS:
That for and inconsideration of $1.00 and other valuable considerations to the undersigned,
City of Fayetteville, the receipt of which is hereby acknowledged, the said Grantor does hereby
GRANT, SELL AND CONVEY unto the CITY OF ELKINS, an Arkansas municipal corporation
(herein styled Grantee), its successors and assigns, the perpetual right of way and easement for the
purpose of constructing, maintaining, inspecting, operating, testing, and repairing and replacing
public water transmission line(s) and/or sewer collection or force main line(s) and related facilities
on, over, across and under the following described real estate located in Washington County,
Arkansas, to -wit:
Property Description
As described in Record Deed: Book 522, Page 52 and Book 535, Page 276
Permanent Water and Sewer Easement and Temporary Construction Easement
See attached "Exhibit A" and "Exhibit B".
TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, forever or until
said easement is fully abandoned.
The Grantor hereby covenants that Grantor is lawfully seized of said land and premises,
and Grantor will forever warrant and defend the title to said lands against all legal claims
whatsoever. The Grantor agrees not to interfere with the operation of any utility infrastructure or
facilities in any way. The Grantor agrees not to erect any building, structures or fences in said
utility easement. No trees shall be planted or permitted by Grantor on said utility easement.
Grantor shall not be entitled to any compensation for fences or growing crops removed or disturbed
within this utility easement by virtue of Grantee's exercise of the rights under this agreement. The
Grantor agrees not to permit any other utilities to be located in the easement without the written
consent of Grantee.
As further consideration for the utility easement rights granted herein, it shall be Grantee's
responsibility to ensure that, upon completion of construction, any driveway, parking area or fence
moved, taken down, damaged or otherwise altered by Grantee or its contractor(s) during and as a
result of construction is returned to the same or better condition as existed immediately prior to
construction. Further, it shall be Grantee's responsibility to ensure that any yard, pasture or field
lying within the easement area which is damaged by Grantee or its contractor(s) during
construction shall be repaired using the same type and variety of grass as predominated the
easement area immediately prior to construction.
The consideration recited herein is in full satisfaction of every right hereby granted. All
covenants and agreements herein contained shall extend to and be binding upon the respective
heirs, legal representatives, successors and assigns of the parties hereto.
It is hereby understood and agreed that the party securing this grant in behalf of the Grantee
is without authority to make any covenant or agreement not herein expressed.
TEMPORARY CONSTRUCTION EASEMENT
Grantor does further hereby grant, bargain and convey unto the said Grantee and unto
Grantee's successors and assigns, agents, employees, and contractors a non-exclusive temporary
construction easement for the construction and installation of utility and other related
improvements upon, along and across Grantor's property described above.
The temporary construction easement shall be used by the Grantee only during periods of
actual construction and installation activity and for any necessary restoration of the easement
property to a clean, slightly and safe condition, with all rubbish, trash and debris removed
therefrom, and all such construction, installation and restoration is to be done and completed by
and under the Grantee's supervision and at the sole expense of the Grantee.
The temporary construction easement shall terminate when this project has been completed
and accepted by the City of Elkins, Arkansas.
IN WITNESS WHEREOF, the Grantor hereunto sets his hand and seal this day of
, 20
Grantor:
City of Fayetteville
BY:
2
ACKNOWLEDGMENT
STATE OF ARKANSAS )
) ss.
COUNTY OF WASHINGTON )
On this day came before me, a Notary Public within and for the State and County aforesaid,
personally appear , to me known (or satisfactorily proven) to be the
identical persons who executed the within and foregoing instrument and acknowledge to me that
they executed the same as their free and voluntary acct and deed for the uses and purposes therein
set forth.
WITNESS my hand and seal as such Notary Public on this day of',
20
Notary Public
My Commission Expires:
PARCEL NO. 765-13178- 000 & 765-13197- 000
CITY OF FAYETTE�ILLE
535-276 & 522-368
41
ly
6.09'
... PROPOSED TEMPORARY
. : �.. CONSTRUCTION EASEMENT
PROPOSED ')R-FnnT
SEWER E/
R/w
i3
311•S�
R/W
R/W
LINE
ANGLE
DISTANCE
L1
N 75°17'27" W
14.14
L2
S 59°42'33" W
18.07'
L3
N 75' 17'27" W
56.94'
L4
N 30° 17'27" W
38.93'
L5
N 54°49'08" W
1 81.09'
L6
S 35*26 15 W
I8.22
AREA CALCULATIONS
SQ. FT.
ACRES
PROPOSED UTILITY EASEMENT
28,884
0.66
PROPOSED TEMP. CONST. EASEMENT
36,205
0.83
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7x '
SE CORNER
SW 1 /4 SW 1 /4
SECTION 22
T-16-N R-29-W
ry
LEGEND BEARINGS - GRID
PL PL EXISTING PROPERTY LINE ARKANSAS NORTH ZONE
R/W EXISTING RIGHT OF WAY LINE GRAPHIC SCALE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
— — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE 200 0 1 I 200
( IN FEET )
THIS EXHIBIT IS A SKETCH DESCRIP77VE ONLY OF THE SIZE, SHAPE I inch = 200 ft.
AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT
CONSTITUTE A PLAT OR SURREY OF THE GRANTORS PROPERTY.
2049 EASTJOYCEBOULVARD CITY OF ELKINS JOB DATE
ELKINS, ARKANSAS �'
SUITE400 19W01211210 JULY 15, 2022
FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER „ TRACT 3
479527-9100 "EXHIBIT A
COLLECTION SYSTEM IMPROVEMENTS
"EXHIBIT B"
Tract: 3
Parcel: 765-13178-000 & 765-13197-000
Owner: City of Fayetteville
SEWER EASEMENT DESCRIPTION
A part of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE1/4) of Section Twenty-one (21) and
the Southwest Quarter (SW1/4) of the Southwest Quarter (SW1/4) of Section Twenty-two (22) all in
Township Sixteen (16) North, Range Twenty-nine (29) West, Washington County, Arkansas, being more
particularly described as follows:
COMMENCING at the Southeast corner of said Southwest Quarter (SW 1/4) of the Southwest Quarter
(SW1/4); thence N 85°53'23" W along the South line of said of said Southwest Quarter (SW1/4) of the
Southwest Quarter (SW1/4) a distance of 527.31 feet; thence leaving said South line N 02°38'54" E a
distance of 204.44 feet to the Centerline of a Twenty-five foot Sewer Easement being the POINT OF
BEGINNING of said Centerline; thence along said Centerline the following: N 75°17'27" W a distance
of 14.14 feet, S 59°42'33" W a distance of 18.07 feet, N 75°17'27" W a distance of 56.94 feet, N
30°17'27" W a distance of 38.93 feet, N 75°17'27" W a distance of 442.82 feet, N 74°32'01" W a distance
of 311.57 feet, N 64°00'46" W a distance of 261.68 feet, N 54°49'08" W a distance of 81.09 feet, S
35°26'15" W a distance of 8.22 feet to the North line of an existing 30-foot Water Sewer easement
recorded in file 2014-00018110 and the end of said Centerline, containing 28,884 square feet or 0.66
acres, more or less as shown on Exhibit "A". The side lines of the Easement shall be lengthened or
shortened to terminate at said East line of the subject property and the North line of said existing 30-foot
Water Sewer easement, as shown on "Exhibit All.
ALSO:
A Temporary Construction Easement containing 36,205 square feet, or 0.83 acres more or less, being
North of and adjacent to the above -described Sewer Easement as shown on "Exhibit A".
January 28, 2023
Zara Niederman
111h St Cottages, LLC
632 Bella Vista Rd.
Bentonville, AR 72712
Mr. Tim Nyander
Water and Sewer Department
City of Fayetteville
CC: Mr. Corey Granderson
Dear Mr Nyander,
I am writing to submit a request for consideration of a Cost Share for a water line on 11th St just east of S
Washington Ave, and on the southern entrance to the Willow Bend subdivision. The site is
approximately 2/3 of an acre, and is zoned RIU. We are looking at building 9 cottages in a cluster
housing development. In order to service these houses, we will need to install a water line from
Washington Ave to our the corner of our property, approximately 174', and then extend it in along the
frontage of our property to the middle of the property, an additional approximately 62', for a total of
236'.
This service will benefit our development, but it will also have the potential to benefit our neighbor to
the west, , who may be able to use this to build more units on his vacant lot. In addition, it may provide
a future benefit to our neighbor across the street, 1090 S Washington, as well as all of the lots to the
north of that lot, which are bordered on both sides by alley right-of-ways, but with no current utility
services. It is possible that the waterline may in the future be able to be connected to the Willow Bend
waterline to make a full service loop for better connectivity, service and flow.
This waterline and development, while not directly in the boundaries of the original 1910 city limits, I
believe meets the general philosophy of infill development, in line with City Plan 2040. This
neighborhood Berl Dodd (aka Burl Dodd) appears to have been platted in 1926, so just shy of 100 years
ago, and is 4 blocks to the south of the southern 1910 border. It is surrounded by development to the
East, West, South, Northeast and Northwest. This location is within the Walker Park Neighborhood
Master Plan area, adopted in 2008, and we believe the development plan is consistent with that plan. In
addition, we believe it is in line with Fayetteville Vision 2025, one of those items from that vision being
"Revitalized South Fayetteville".
Below is our Engineer's Estimate of Probable Costs. We are requesting a 50% cost share. My
understanding is that once submitted, it will go to the Water and Sewer Board with your
recommendations for whether or not to support this. If it is supported by the Board, we will then
provide detailed bids in order to be presented to the City Council. If you need any additional information
or documentation in the meantime, please reach out to me or our engineer, Brian Teague at Community
By Design.
Thank you for your consideration,
Zara. N u o�wta o,
Zara Niederman
Community By Design
100 west Center Street, Suite 300
Fayetteville, Arkansas 72701
Phone: (479) - 79D - 6775
Schedule 1
11th Street water Main - Per Plan$ Dated 11/18f22
Public IArastructure Cost Estimate - Draft
1 /15J2023
Quantity Unit Unit Cost Total Cost
1
Tap Water Main - Tap Sleeve, Valve, Pavement Repair
1
Each
$11,00.00
$11,900.00
2
9 inch -''VG Water Main
236
L.F.
$105.00
$24,780.00
3
a loch - Gate Valve
1
Each
$3,528.00
$3,523.00
42
inch -Gale Valve
1
Each
81,722.00
$1,722,00
7
Fittings
1
Each
S35B3.00
$3,563.00
5PavementRepair
-CutandT-patch
236
L.F.
$49.00
$11.664.00
61
Mill and Overlay Pavement
1
Each
S21,000.00
$21,000.00
8
Testing
1
Each
S2,100,00
$2,100,00
91
Engineering
1
Each
$8,485.40
$8,485.40
Total $88.642.40
V y�
0. za. PVC
RSF-18
r..ae wm—t R-01
236.3 Feet
City of Fayettevi I I e
Monthly Report for January 2023
February 22, 2023
City of Fayetteville
,oacobs
CITY OF
FAYETTEVILLE
ARKANS
ARKAN5A5
�. . _..-, p.^ram
Fayetteville Monthly Report for January 2023
Table of Contents
1.
Executive Summary ....................................................................................................................................3
1.1
Fayetteville Team......................................................................................................................................................3
1.2
Special Projects..........................................................................................................................................................3
1.3
Compliance..................................................................................................................................................................3
1.4
Financials......................................................................................................................................................................4
2.
Plant Operations.........................................................................................................................................5
2.1
Process Control...........................................................................................................................................................
5
3.
Laboratory ....................................................................................................................................................6
3.1
Noland and West Side Analysis............................................................................................................................6
3.2
BMSAnalysis...............................................................................................................................................................6
4.
Biosolids Management Site.....................................................................................................................7
4.1
Biosol ids Operations .................................................................................................................................................
7
4.2
Hay Operations...........................................................................................................................................................7
4.3
Water Treatment Residuals....................................................................................................................................7
4.4
Maintenance................................................................................................................................................................7
4.5
Dryer Installation Project........................................................................................................................................7
4.6
Revenue.........................................................................................................................................................................8
Table 4-1: Revenue generated from the BMS..............................................................................................................8
5.
Maintenance ................................................................................................................................................9
5.1
West Side.......................................................................................................................................................................9
5.2
Noland............................................................................................................................................................................9
5.3
Lift Stations..................................................................................................................................................................9
5.4
Key Performance Indicators/ Measures..........................................................................................................10
Figure 5-1: Labor Hours by Work Order Type............................................................................................................10
Figure 5-2: Work Order Count by Type.........................................................................................................................
11
5.5
Capital Improvement Projects(CIP)................................................................................................................11
6.
Industrial Pretreatment.........................................................................................................................12
Table 6-1: Revenue generated from the Industrial Pretreatment Program(IPP).....................................12
Figure 6-1: IPP revenue total from surcharges, fees, and fines........................................................................13
Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month.......................................13
7.
Woolsey Wet Prairie................................................................................................................................14
8.
Sustainability, Stewardship & Community Involvement...............................................................15
8.1
Adopt a Street: Broyles Ave Quarterly Clean-up........................................................................................15
8.2
MLK Jr. Day of Service...........................................................................................................................................
15
8.3
West Side Tours with ARArtsAcademy High School...............................................................................16
9.
Health & Safety........................................................................................................................................17
.,acobs- Fayetteville
Fayetteville Monthly Report for January 2023
Appendix A: Effluent & Influent Data...............................................................................................................18
Appendix B: Jacobs Employee Vacancy and Project Status Report..........................................................23
Jacobs- Fayetteville
Fayetteville Monthly Report for January 2023
1. Executive Summary
1.1 Fayetteville Team
The Fayettevil le team consists of 48 members of which only 97.5% is dedicated tothe FayetteviI le 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 A.
1.2 Special Projects
1.2.1 Dryer Installation Project
The Dryer Installation Project Phase I Out -of -Scope Agreement was authorized on October 13, 2022.
The Dryer Installation Project Phase II Out of Scope Agreement was authorized on December 13, 2022.
The Phase I Dryer Installation provided details for two (2) work components and Phase II provided
detailsfor the remaining twenty (20) work components. The Out -of -Scope Agreements identified labor
would be provided from onsite and regional support staff to assist the City and the City vendors with
modificationsto Solar House Fand the installation of the Griffin Dryer.
The team documented the project status during the month of January and provided 483 labor hours
to the dryer installation project. Additional details for the dryer installation project are provided in
Section 4.5 of this report.
1.2.2 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.
Theteam completed the additional sampling request during December and the resultsare still pending
at the time of this report. During January, the staff attributed a total of 4 hours, reviewing and entering
data for the Noland Master Plan Project.
1.3 Compliance
1.3.1 Noland
The Noland facility met all discharge permit parameter limits throughout January and there were no
sanitary sewer overflows reported at the facility or at the lift stations.
1.3.2 West Side
The West Side facility met all discharge permit parameter Iimits throughout January and there were no
sanitary sewer overflows reported at the facility or at the lift stations.
Fayetteville Monthly Report for January 2023
1.4 Financials
The month ended with a positive financial variance. The non -labor expenses were slightly over budget and
the labor expenses were slightly under budget which reflect the four staff vacancies.
The Budget Performance Table (below), January (year-to-date) projected budget for the year is favorable
by $4,199.
Budget Performance
Month
Labor
Dollars
(tort -Labor
Dollars
Monthly
Dollars
Jan202�
5=.1,»
51.9i5
-Ss.199
Feb 2023
Thar 2023
Apr 2023
May 2023
Jun 2023
Ju12023
Aug 2023
Sep 2023
Oct 2023
Nov 2023
Dec 2023
Minimum
-56,114
51,915
-54.199
Maximum
-S6,11-1
51.915
-54.199
Fayetteville Monthly Report for January 2023
2. Plant Operations
The January Operations and Special Events are detailed in this section. A table summary of the effluent
quality and influent loadings is provided in Appendix A.
2.1 Process Control
2.1.1 Noland
During the month of January, the Noland Wastewater Treatment Facility (WTF) continued to maintain
nitrification despite bio processwater temperature reaching a low of 9.54 degrees Celsius. Historically
during the winter months, the Noland Facility experiences intermittent nitrification process issues. The
intermittent nitrification swings have been avoided by strict bioprocess controls that have been
implemented. The staff monitors the biomass consistently and maintains targeted parameters while
only making small preemptive changes at the first indication of target deviation. Utilization of the
loading equalization has also been crucial to maintaining a healthy biomass by means of strategic
influent and effluent pond flow return. This ensures that the biomass is constantly supplied with a
consistent Biochemical Oxygen Demand (BOD) and nutrient load.
During the month of January, the staff recorded a total of 3.93 inches of rain. The peak influent flow
occurred on January 14 at 14.32 million gallons.
2.1.2 West Side
The West Side Wastewater Treatment Facility maintained normal operating parameters throughout the
month of January. The staff recorded 3.4 inches of rain along with a peak flow of 33.97 MGD recorded
cn
on January 18
Fayetteville Monthly Report for January 2023
3. Laboratory
The Fayetteville Laboratory provides sampling and analysis for process control and regulatory compliance
for both the Noland and West Side WRRF's, BMS, and IPP.
Matt Benton, and Walter Chodor were the recipients of the prestigious Jacobs OMFS Teamwork Awards
issued for excellence in job performance.
3.1 Noland and West Side Analysis
The Quarterly Toxicity Reduction Evaluation THE report was sent to ADEQ. This report is completed by FTN
Associates in the month following the quarterly Whole Effluent Toxicity sampling period and is reviewed
and forwarded from the City to ADEQ. The THE plan is expected to end in the Spring provided no further
indications of toxicity are observed.
An Internal Laboratory Audit wasconducted by Jacobs Compliance& Reporting professional, Ryan Vedrode.
This internal review is aimed at identifying issues that could lead to compliance, safety, or contract
excursions and preventing any findings from causing an occurrence. In the close-out interview, Ryan
expressed a very satisfactory review of the facilities and the team. A follow-up report will be made available
so that any issues identified can be documented and addressed.
3.2 BMS Analysis
The annual Water Treatment Residual (WTR) sample was collected and sent to Geotechnical & Testing
Services (GTS) for the following parameters: pH, total solids, potassium, phosphorus, sodium absorption
ratio (SAR), and metals aluminum, arsenic, cadmium, copper, iron, lead, mercury, molybdenum, nickel,
selenium, and zinc. Data results revealed no unusual trends or excursions.
Fayetteville Monthly Report for January 2023
4. Biosol ids Management Site
4.1 Biosol ids Operations
During the month of January, the Wastewater Treatment Facilities produced 2,024 wet tons of belt -filter -
pressed biosolids. Approximately 166 tons were sent directly to the landfill. These solids were a result of
Solar House F being taken out of service for the new dryer installation. Approximately 1,858 wet tons were
spread into the solar houses and partially dried before disposal at the landfill. A total of 1,504 tons of
partially dried biosolids were sent to the landfill. This computes to 354 tons of water removed from the
material before disposal. By partially drying biosolids before hauling to the landfill, it is estimated that
$17,059 wassaved in tipping fees.Thetotal cost of tipping feesforthe month of January was approximately
$78,091.
On January 29th, Northwest Arkansas was impacted by a cold weather system producing sleet and ice. For
3 days, the staff was unable to haul biosolidsfrom the treatment facilitiesto the Biosolids Management Site
(BMS) and to the Eco-Vista landfill due to icy road conditions. When road conditions improved, the BMS
staff worked overtime and weekends to reduce the biosolids inventory that had accumulated.
4.2 Hay Operations
There was approximately 9 tons of hay sold during the month of January.
4.3 Water Treatment Residuals
Despite the challenging weather situations, the BMSwas able to successfully land apply 70 loads or 1,249
tons of Water Treatment Residuals (WTR). The BMSstaff had to be strategic with the application of these
residuals. The application zones located in the higher elevations are reserved for the wet season.
4.4 Maintenance
The Spreader Truck, Unit #768, is still out of service pending repairs, labor resources are occupied with the
new dryer installation. The staff is utilizing Asset #5070 (trailer spreader) for the application of the WTR
4.5 Dryer Installation Project
The BMSstaff made significant progresstoward the construction phase of the dryer project. The dryer room
floor was marked for the layout and installation of the dryer and on January 27t". The dryer vendor, Griffin
delivered two semi -trucks containing some of the major dryer components. The staff worked with the City
Vendor and assisted with offloading the equipment. The equipment was placed into storage for the arrival
,d
of the next delivery which is scheduled on February 3
Fayetteville Monthly Report for January 2023
4.6 Revenue
Dryer Parts Arrive at BIAS
Table 4-1: Revenue generated from the BMS
Product
Hay
Fertilizer
Water Treatment Residuals
Tons Sold/ Received
9
N
1,249
Revenue Generated
$652.70
$0
$40,484.00
Fayetteville Monthly Report for January 2023
5. Maintenance
5.1 West Side
Routine preventive maintenance activities continued throughout January.
5.2 Noland
In December, the Returned Activated Sludge (RAS) pump #1 was removed from service and sent to Jack
Tyler for a pump rebuild. The pump was returned last month, and a crane was scheduled this month for
installation. The staff replaced the pump and returned the system to normal operational service with two
functional RAS pumps.
The Wet weather basin #1 drain line was severely clogged. The maintenance staff drain the basin with
assistance from the City and their vac truck. The blockage was cleared, and the basin was returned to service.
Noland
Wet Weather Basin
City vac truck was
utilized to drain the
basin and a clogged
drain line was cleared
S
5.3 Lift Stations
The wet well lids were replaced at Lift Station 32, Silverthorne, and Lift Station 27, Stonebridge Meadow
Phase I. This completesthewet well lid replacement project; all four lift station lidshave been replaced.The
old lids were very corroded as they were made of coated carbon steel and had become a cause for safety
concerns. The new lidsare made of aluminum with stainlesssteel hardwarefor a longer life expectancy.
At Lift Station 47, Albright Road, in August 2022, the staff investigated a flow discrepancy and discovered a
nonfunctioning check valve on pump #2. The replacement parts were ordered (last August) and arrived this
month (January 2023). The check valve was replaced, and the system was returned to normal operational
status.
Fayetteville Monthly Report for January 2023
Lift Station 47
Albright Road
Pump #2
check valve rep Laced
5.4 Key Performance Indicators/ Measures
Figure 5-1: Labor Hours by Work Order Type
❑ 163.00, 0 ❑ 0.00, 0
❑ 559.81, 0
❑ 87.20, 0
1025.40,0
0 ❑administrative
corrective maintenance emergency
corrective maintenance non
48.50, 0 emergency
corrective maintenance from
pm/ pdm
preventive maintenance
prof ect
❑ safety
Fayetteville Monthly Report for January 2023
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
1462, 89 ,
5.5 Capital Improvement Projects (CIP)
❑ 0, 0% ❑ 53, 3% 22, 1 %
4,0%
82, 5%
30.2%
During this last year, the staff began noticing debris and grit accumulation in the wet weather and biomass
basins, downstream of the headworks. The failing headworks equipment was thoroughly evaluated in
January as the staff began a deep dive into the Noland Headworks issues. The staff identified multiple
equipment issuesand are in the process of obtaining quotes for the following:
• Refurbish 1 band screen — 150 K
• Gate replacement (10 gates)
• Fine screen and miscellaneous valve replacements
• Grit System refurbishment is in process
A purchase order was received for a replacement variable frequency drive (VFD) for pump #1 at the
Farmington lift station.
Fayetteville Monthly Report for January 2023
6. Industrial Pretreatment
Baldwin Piano Remediation Site submitted plans to ADED in September of 2022. There appears to be an
extended internal delay according to Jeremy Brooks, FTN Associates. After DEC) approval, the plan will
progress into a DBA review of bidders for the construction and operation contract, followed by the full
bidding and construction phases. The construction phase is expected to be of variable length due to supply
chain issues.
John Byrd, Industrial Pretreatment Program Coordinator received the Jacobs OMFS group's prestigious
Pretreatment Professional Award of Excellence during January. Last month, he received the Northwest
District Arkansas Waterworks & Water Environment Association Individual Achievement Award for
Wastewater Pretreatment Professional for the year for the second year in a row.
The staff continue monitoring Ecotech discharge for excess loadingsat the end -of -pipe location. Additional
sampling wil I be conducted to determine if the current actions have addressed the issue.
Annual training and holiday scheduleswere sent to the waste.
Hiland Dairy has complied with the requirements of their Compliance Schedule to obtain and install a flow
meter that can be calibrated for their effluent industrial process discharge. Due to delays in ordering and
installation, they have not fully completed thistask. The installation deadline is February 2023.
The 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
$41,698.31 Surcharges on December data
$1,750.00 Fees from hauled waste accepted in January
$0.00 Other fees paid in January
$0.00 Fines assessed in January
Zero violations for all industrial users Violations on December data
Fayetteville Monthly Report for January 2023
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
$20,000
�4- oet oe" ,oet ,oei
o�eAS,
ece�
� � O
02022 Monthly Surcharge Fees plus Hauled Waste Fees
2023 Monthly Surcharge Fees plus Hauled Waste Fees
40
35
30
25
20
15
10
5
0
Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month
2023
m111111111111112022APT � 2022 BJ 2022 CAC 2022 Total
13
Fayetteville Monthly Report for January 2023
7. Woolsey Wet Prairie
In January, the staff provided site management updates to Eco Inc. in response totheir questions concerning
onsite tree management practices and oversight of the designated Tree Preservation Areas (TPA)
component. The staff collected high resolution drone aerials of Woolsey Wet Prairie in 2022 which was
uploaded into ArcGIS. The GIS imagery provided a high -resolution map of Woolsey that highlighted
vegetation with such clarity that assured there were no re-emergence concerns and reassurance that tree
canopy strategy goals were on target following six growing seasons of successful tree management efforts.
Of special note are2.43 acresof tree canopythat wasdelineated compared to 2.26 acresof permit required
tree canopy. The staff provided a multi -tiered treatment prioritization matrix of all tree species outside the
designated TPA's across Woolsey Wet Prairie.
GIS Imagery of Tree Canopy Strategy
Fayetteville Monthly Report for January 2023
8. Sustainability, Stewardship & Community Involvement
8.1 Adopt a street: Broyles Ave Quarterly Clean-up
On January 101h, ten staff membersgeared up and trekked along the 1.5 milesto participate in our quarterly
clean-up of Broyles Avenue. Theteam adopted thisstreet through the City of Fayetteville'sKeep Fayetteville
Beautiful Committee. The ten team members completed over an hour of work each, an approximately 150
pounds of trash was collected from the Broyles' sidewalks and curbs.
8.2 M LK Jr. Day of Service
On January 16'h, three staff members along with various family members spent the afternoon teaming up
with the City's Environmental Action Committee and Parks & Recreation Department, the NWA Master
Naturalists, New School Students, and other local volunteers to participate in the MLK Jr. Day of Service by
cutting back and removing several categories of invasive species in the recently opened Lower Ramble of
the Fay Jones Woods.
�01
1�
Foyettev Me
Env konmenfoI Action CommiHee
INVITES YOU
ra Vat-UNTEEP AT AN
INVASIVE SPECIES
REMOVAL
iv rq E
FAY doNEs wooDS'
�aWCP PAA+pLtr
loafs and twining will be provided -
Sturdy shoes and long sleeves
strongly recommended.
Monday, Jan. 16th 2023
-00 PM
Meet Fayetteviile Public Library South Parking Lot
i
Fayetteville Monthly Report for January 2023
9. Health & Safety
Wes Cloud, Safety Professional and the Safety committee hosted them onth I yplantwide meeting. Mr. Cloud
provided a presentation on the Leading and Lagging safety indicators. A new year brings new safety
committee members; David Post, Justin sweeney, and Ben Shondelmyer. They were chosen by their
respective departments to be this year's safety ambassadors. All three have been observed as going above
and beyond with our safety culture.
Mr. Cloud and Donna McChristian have been adding new tutorials and additional resources to the weekly
site inspection forms. The newtoolswill aid in training new memberswith their dutiesand provide guidance
to contribute actionable improvement to the safety program.
Fayetteville —Monthly Report for January 2023
Appendix A: Effluent & Influent Data
White River Effluent Characteristics
Jacobs
2023
Monthly
Average
Flow
(MGD)
WR
CBOD
(mg/ L)
WR CBOD
(Ibs( d)
WR TSS
(mg/ L)
WR TSS
(Ibs( d)
WR
Phos
(mg/ L)
WR
Phos
(Ibs( d)
WR
Ammonia
(mg/ L)
WR
Ammonia
(Ibs( d)
D.O.
Avg
Min
(mg/ L)
pH Min
(s.u.)
p H
Max
(s u)
Fecal
Col iform
(MPN/
100ml)
Permit
Limit
Dec -Mar
20.0
2,102
15.0
1,576
1.0
105.0
4.0
420
8.7
6.0
9.0
1,000
January
6.4
3.8
205
2.6
140
0.15
8.0
0.09
5
16.1
7.4
7.6
26
February
March
April
May
June
July
August
September
October
November
December
Average
6.4
3.8
205
2.6
140
0.15
8.0
0.09
5
16.1
7.4
7.6
26
18
Fayetteville —Monthly Report for January 2023
White River Effluent Characteristics —Minerals
Jacobs
2023
WR TDS
(mg/ L)
WR TDS
(Ibs/ d)
WR Sulfate
(mg/ L)
WR Sulfate
(Ibs/ d)
WR Nitrate
(mg/ L)
WR Nitrate
(Ibs/ d)
Permit Limit
Dec -Mar
500
52,542
119
12,505
report
report
January
295
16,410
59
3,282
5
261
February
March
April
May
June
July
August
September
October
November
December
Average
295
16,410
59
3,282
5
261
Fayetteville -Monthly Report for January 2023
Goose Creek Effluent Characteristic
Jacobs
2023
Monthly
Average
Flow
GC
BOD
Clow
(mg/ L)
GCCBOD
(Ibs/d)
GCTSS
(mg/ L)
GCTSS
(Ibs/d)
GC
Phos
(mg/ L)
GC
Phos
(lbs/d)
GC
Ammonia
(mg/ L)
GC
Ammonia
(Ibs/d)
D.O.
Avg
Min
(mg/ L)
pH Min
(s.u.)
pH Max
(s.u.)
Fecal
Coliform
(MPN/ 100ml)
Permit
Limit
Dec -Mar
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
January
9.9
2.0
173.0
1.2
104
0.09
7.2
0.08
6.45
10.5
7.1
7.3
5
February
March
April
May
June
July
August
September
October
November
December
Average
9.9
2.0
173.0
1.2
104
0.09
7.2
0.08
6.5
10.5
7.1
7.3
5
Fayetteville —Monthly Report for January 2023
Paul R Noland Influent Characteristics
Jacobs
Noland
WRRF
Monthly
Average
Flow
(MGD)
Hydraulic
Loadings
Percent of
Design
BOD
Loading
(Ibs! d)
Organic
Loading
percent of
Design
TSS
Loading
(Ibs! d)
TSS
Loading
percent of
Design
PO4
Loading
(Ibs! d)
PO4
Loading
percent of
Design
NH3
Loading
(Ibs! d)
NH3
Loading
percent of
Design
Designed
(Annual
Avg.)
12.6
29,666
23,198
765
2,250
January
6.2
49.0%
13,140
44.3%
7,756
33.4%
217
28.4%
760
33.8%
February
March
April
May
June
July
August
September
October
November
December
Average
6.2
49.0%
13,140
44.3%
7,756
33.4%
217
28.4%
760
33.8%
Fayetteville —Monthly Report for January 2023
West Side Influent Characteristics
Jacobs
West Side
WRRF
Monthly
Average
Flow
(MGD)
Hydraulic
Loadings
Percent of
Design
BOD
Loading
(Ibs! d)
Organic
Loading
percent of
Design
TSS
Loading
(Ibs! d)
TSS
Loading
percent of
Design
PO4
Loading
(Ibs! d)
PO4
Loading
percent of
Design
NH3
Loading
(Ibs! d)
NH3
Loading
percent of
Design
Designed
(Annual
Avg.)
10.0
14,595
14,595
584
1918
January
9.9
99.4%
11,398
78.1 %
10,453
71.6%
180
30.8%
1,126
58.7%
February
March
April
May
June
July
August
September
October
November
December
Average
9.9
99.4%
11,398
78.1 %
10,453
71.6%
180
30.89/6
1,126
58.7%
Appendix B. Employee Vacancy and Project Status Report
Department
Job Title
Employee Name
Fayetteville % 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-Ops Supervisor
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 Alleman
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 Santellanes
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
Brittney Doyle
100.00%
Operations
Operator In Training
Jeremy Johnson
100.00%
Operations
Operator In Training
Michael Stout
100.00%
Operations
Operator In Training
Patrick Cypret
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%
SCADA
Information & Operational Tech
James Mason
50.00%
Authorized Positions =
49.0
Filled Positions =
45.0
Filled FTE's= 43.3
REGIONAL SUPPORT and SPECIAL PROJECTS (Performed in scope)
Area
Reason
Name
Hours
SCADA
Network Upgrade
Scada Regional Support
30.75
Maintenance
Maintenance, Reporting, and IT Related Activities
Various Regional Staff
305.5
BMS
Dryer Installation Project
Staff & Regional Support
483.3
Noland
Master Plan Data Request and Sampling Planning
Staff
4.0