HomeMy WebLinkAbout2023-04-11 - Agendas - FinalCITY OF
FAYETTEVILLE
ARKANSAS
MEETING AGENDA
Water, Sewer, and Solid Waste Committee
11 April 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,
Mayo Miller, Josh Alleman
From: Tim Nyander, Utilities Director
CALL TO ORDER
UPDATES
OLD BUSINESS:
NEW BUSINESS:
1. West Transmission Water Line
Discussion of the West Transmission Line from Beaver Water District to the City of Fayetteville.
FOR INFORMATION ONLY
2. Damage Claim — 2425 East Sharon Street
On September 20, 2021, the City of Fayetteville experienced a large 36-inch diameter water
main break on N. Makeig Ct. Misty Simpson owns the home located at 2425 E. Sharon St. This
large water main break caused substantial amounts of flooding and damage to the
neighborhood and to the Simpson residence. Ms. Simpson's home received damage to the
interior, foundation and landscaping. Ms. Simpson's insurance company denied her claim, so
she immediately filed a damage claim with the City after the incident.
To date, the City has directly paid vendors for carpet and floor cleaning, fencing repair,
landscaping and structural evaluation. Ms. Simpson has been reimbursed for damaged
contents. Ms. Simpson has requested foundation repairs. 3 bids have been obtained with Vesta
being the low bid at $56,350.91 however, this does not include the driveway. Considering this,
the low bid that includes the full scope would be PFS at $61,200.00.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
3. Damage Claim — 185 North Hartman Avenue
On September 20, 2021, the City of Fayetteville experienced a large 16-inch diameter water
main break on near W Pratt Drive and W Hotz Drive. Walter Woodward owns the home located
at 185 N Hartman Drive. This large water main break caused substantial amounts of flooding
and damage to the Woodward residence. Mr. Woodward's insurance has denied liability for the
damages. Mr. Woodward filed a damage claim with the City after the incident.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
4. 11t" Street Waterline Cost Share
Infill development is proposed by 111" St Cottages, LLC south of 11t" 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. 11tn
St Cottages, LLC requests a 50% cost share on this waterline installation. The project
engineering and permitting has been completed and the developer has secured three contractor
quotes. The low quote is from Pave Con for $87,183.20 and the engineering costs for the
project are $8,485.40 for a total project cost of $95,668.60. The 50% cost share would therefore
total $47,834.30.
STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION
FOR APPROVAL
5. Overview of WWTP Monthly Report
February 2023 Monthly WWTP Report
PRESENTATIONS
ATTACHMENTS
Foundation Repair Quotes
Sharon St Invoice Packet
Hartman Ave Invoice Packet
11t" St. Cost Share Packet
February 2023 WWTP Report
ADJOURN
Next Water, Sewer, Solid Waste Committee meets on
Tuesday, May 9t", 2023, at 5:30 p.m.
AVESTA
F r.-r_t1.i: •, = i, I.11-i :-1.:
Project Summary
Prepared by:
bclark@vestafs.com
VESTA Foundation Solutions
www.vestaofarkansas.com
TF 479-424-1188
O Arkansas Admin 2021
Prepared on:
2-16-23
Prepared for:
Misty Simpson
misty@starpedtherapy.com
P (479) 283-5121
Job location:
2425 E Sharon St
Fayetteville, AR 72703
Liftand Level......................._...............:.::....-...:::...._...;:..:-...,_.::....,..,,......,:............,.... $3,616.75
Permanently Stabilize Foundation ........... ........... ........ .....:....:,_.::._....._-_..._.__.--1................................. ..__...:...._.. $55,700.00
TotalInvestment ................... ............. ................... ......._._:._......................... :.,.................... ............ ......-.._... $59,316.75
SameDay Coupon ............................................................. -............._....._:......r.................................._......_..... $2,965.84
Total Contract Price ............................... -- ......... ....._....,.,, $56,350.91
Deposit Required - 25% $14,087.73
Deposit Paid ---- ................... ....:..:...:......I..... ......... $0.00
Amount Due Upon Installation . ............................._. $56,350.91
Customer Consent
Any alteration from the above specifications and corresponding price adjustment (if necessary) will be made only at the Customer's
request or approval. Completing the work in this Proposal at the time scheduled is contingent upon accidents or delays beyond our
control. This Proposal is based primarily on the Customer's description of the problem. This Proposal may be withdrawn if not accepted
by the Customer within 10 business days due to prices being subject to market fluctuations.
Authorized Signature
Date
Acceptance of Contract— I am/we are aware of and agree to the contents of this Proposal, the attached Job Detail sheet(s), and the
attached Limited Warranty, (together, the "Contract"). You are authorized to do the work as specified in the Contract. I/we will make the
payment set forth in this Contract at the time it is due. I/we will pay your service charge of 1-1/3% per month (16% per annum) if my/our
account is 5 days or more past due, plus your attorney's fees and costs to collect and enforce this Contract. NO VERBAL
COMMITMENTS AND PROMISES ARE EXPRESSED OR IMPLIED OUTSIDE OF THIS WRITTEN DOCUMENT.
Customer Signature
Customer understands VFS is not liable for damage caused by lift.
Customer understands original position may not be possible.
VESTA Foundation Solutions Job Location
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703
Date
Initial
Initial
Page 1/7
2-16-23 (4)
Job Details
VESTA Foundation Solutions Job Location Page 2/7
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703 2-16-23 (4)
Job Details (Continued)
Specifications
1) Install PolyLEVEL as indicated on job drawing. 2) Install Push Pier(s) to support the foundation as shown on job drawing using a
standard bracket. Final Location of pier(s) is subject to field conditions. Foote r will be prepared by notching the concrete to seat bracket.
External sleeve will be installed to re -enforce the pier system. The friction reducing collar will be utilized to ensure proper depths and
load testing. Once complete the pier will be locked, benchmarked, and documents. Load testing and depth logs to be delivered upon
completion. 3) Excavate the soil at each pier location to the footing. Backfill and tamp soil after the system is installed. 4) Remove and
replace concrete as indicated on job drawing.
Contractor Will
1.) Remove and replace concrete as necessary in the workplace. Concrete will vary in color from what is existing.
2.) LIFT IS ALWAYS ATTEMPTED BUT NOT GUARANTEED. Every house or concrete fixture responds differently.
3.) Attempt to lift the foundation, but is not responsible for cosmetic damage that may result.
4.) Install dates are given but can be changed for circumstances outside of Vesta's control, such as weather, or equipment failure
5.) Install piers to any depth necessary at no additional cost to the customer.
6.) Benchmark the foundation and provide depth logs to customer when complete.
7.) Inject POLY Level foam on the inside of each pier to ensure settlement does not occur inside of the home.
8.) Coordinate to have utilities marked.
9.) Vesta can not guarantee that cracks wil I close either inside or outside. The customer is responsible for tuckpoint on exterior brick, or
drywall interior cracks.
10.) Consult the customer if additional work is needed. This could be true if while doing work the production team comes across
additional areas of concern that were not previously noted. No additional work will be done without the consent of the customer.
11.) The landscape will be disrupted. Vesta is not responsible for replacement.
12.) Remove and replace concrete as necessary in the workplace. Concrete will vary in color from what is existing. Vesta is not a concrete
finisher therefore the texture will be different.
Customer Will
1.) Move items out of the work area space. If items are not moved and the production crew has to move items, the customer will be
charged accordingly. If the job has to be rescheduled because items are not moved, the customer wil I be charged $750.00
2.) Have flooring repaired or replaced once the project is complete.
3.) Remove carpet.
4.) Mark any private lines that may be hidden underground, and assumes all liability if damage should occur to such lines.
5.) Be available at START and FINISH of the project for a walk-through with the Foreman. This is intended to provide any changes needed
for a successful installation.
6.) Customer will have HVAC duct lines in slab scoped and mapped prior to installation by third party provider.
7.) Call prior to 10 days of install date if rescheduling is necessary. If customer calls within those 10 days prior to installation a $750.00
rescheduling fee can be applied.
8.) Be responsible for any replacement of landscape.
VESTA Foundation Solutions Job Location Page 3/7
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703 2-16-23 (4)
Job Details (Continued)
Additional Notes
Underground lines that cannot be located may be subject to damage during excavation. Vesta is not liable for damage to underground
hidden lines that may be damaged.
Customer understands to move personal belongings away from work area prior to installation date. If items are not moved then the
project will need to be rescheduled and subject to a fee of $750.
The design of your system may be subject to change based on field conditions but is not limited to movement of product or possible
additional products to help correct the issue.
Customer understands that VFS will attempt to confirm installation date and time 10 business days prior to installation. If we are unable
to confirm the installation date, the project will need to be rescheduled and subject to a fee of $750.
Jobs with multiple services are subject to payment of each service upon completion of that service
Product List
Lift and Level
PolyLEVEL......................................................
Permanently Stabilize Foundation
3" Push Pier, Standard Bracket .............................
Pier Excavation, 0-5'
Concrete R & R, Per Pier -----
Lift and Level - Areas
•. 3 areas
....................................................................__..-..--. ........ 29
....................-------•-•-I.-. :.,....... .....-...-- 29ft
--- ................................. .........................••-----•-•.--................ 4
Area Title
LxWxD
Location
Notes
Back patio/sidewalk
25x10x1
Back
Patio and sidewalk have settled
Interior bedroom floor
16x16x1
Other
Bedroom floor slab has settled
Kitchen floor
10x16x1
Other
Kitchen floor has settled
VESTA Foundation Solutions Job Location Page 4/7
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703 2-16-23 (4)
Limited Warranty
Standard Exclusions Permitted By State Law
This Foundation Limited Warranty ("Warranty') is made in lieu of and excludes all other warranties, express or implied, and all other obligations on the part of Vesta Foundation
Solutions ("Contractor') to the customer ("Customer"). There are no other verbal or written warranties and no warranties that extend beyond the description on the face hereof,
including NO WARRANTIES OF EXPRESS OR IMPLIED MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE,
General Terms
For the applicable time periods indicated below, this Warranty is transferable at no charge to future owners of the structure on which the work specified in this Contract is
completed. This Warranty is in effect if the job specified in this Contract is completed and paid in full and, alternatively, is null and void if full payment is not received. Contractor
does not warrant products not mentioned below, but some of such products may be covered by a manufacturer's warranty, All material used is warranted to be as specified in
this Contract. All work will be completed in a workmanlike manner according to the standard practices of the industry. Due to unknown seismic events and characteristics of
concrete this material and warranty are subject to observation of seismic occurrences and their effect to the home and repair.
Foundation Piers
Contractor warrants that the foundation piers will stabilize the affected area(s) against further settlement for 75 years from the date of installation, or else Contractor will
provide the labor and materials, at no cost to Customer, to correct the problem with the foundation piers. Contractor does not warrant to lift, to close cracks, to render doors and
windows operational, or to move walls back to their original position, but will do its best to achieve positive results in this regard. Customer should be aware that damage can
occur to the structure during a lift operation and that Contractor is not responsible for such damages. Foundation piers provide vertical support only and cannot be expected to
provide lateral support. If lateral movement occurs, additional work may be needed at an additional cost. Examples of lateral movement would be steep slopes and street creep
causing the stem wall to rotate.
PoIyLEVEL®
Contractor does not represent that PoIyLEVEL nO will lift the Customer's slab to meet any criteria of levelness, but instead that it will lift the slab as much as practical. For
concrete slabs raised with PolyLEVELO. Contractor warrants that the area where the slab of concrete was lifted will not settle more than'/< inch for a period of 5 years from the
date of installation. If it does, Contractor will provide the labor and materials to re -level the area at no additional charge to Customer. This Warranty includes any applications
that are caulked or patched. Warranty does not protect against damage or abuse to concrete or caulking. This Warranty is void if Customer does not maintain grade around
slabs and seal joints between slabs. When SealantPro is installed the contractor will warranty the surface area against water penetration and flaking for 5 years. Warranty is
limited to surface and not cracks which should be treated using nexus pro joint caulking. Warranty does not cover existing flaking of surface and algae growth on surface.
Regular maintenance is suggested following normal guidelines(I.E Powerwashing, cleaning).
Exclusions
THIS WARRANTY DOES NOT COVER, CONTRACTOR SPECIFICALLY DISCLAIMS LIABILITY FOR, AND CUSTOMER HOLDS CONTRACTOR HARMLESS FROM: 1) exterior
waterproofing; 2) plumbing damage; 3) Customer -caused damage; 4) dust from installation; 5) damage to real or personal property such as walls, countertop, or floor coverings,
framing, sheetrock, exterior materials, cabinets, appliances, and so on, including any damage alleged to have been done by the Contractor's use of heavy equipment necessary to
complete the job; 6) any injury or damage caused by mold to property or person; 7) failure or delay in performance or damage caused by acts of God (flood, fire, storm, methane
gas, etc.), acts of civil or military authority, or any cause outside Contractor's control; 8) damage from a lifting operation; 9) basement water seepage; and 10) damage from heave,
lateral movements/forces of hillside creep, land sliding, or slumping of fill soils. While Contractor assumes responsibility for utility damage that occurs as a result of Contractor's
installation, such protection is limited to replacing/repair the area Contractor damaged and does not include any upgrades to utilities for code compliance or other reasons.
Items For Which Customer Is Responsible
Customer shall: 1) make full payment to the crew leader upon completion of work; 2) prepare the work area for installation; 3) be responsible for any finish carpentry, painting,
paneling, landscaping, etc. that may be necessary after Contractor's work is finished; 4) mark private lines (satellite, propane, sprinkler, etc.) 5) maintain positive drainage away
from the repaired wal I(s); 6) keep gutters clean and in good working order; 7) direct downspouts a sufficient distance away from the repaired wall(s); 8) maintain proper
expansion joints in concrete slabs that are adjacent to the repaired wall(s); and 9) any items mentioned in this Contract under "Customer Will" or "Additional Notes."
Water Management
Water Management --The Contractor warrants that if water from the walls or floor wall joint passes through the perimeter water managementsystem and into the basement
floor that we will provide the additional labor and materials to fix the leak at no additional charge to the Customer. Contractor is not responsible for any damages caused as a
result of failure of the water management system. Contractor is not responsible for any damage to contents of the property. This warranty applies to WaterGuard systems
along
the specific areas where the system is installed. Said warranty will be in ettect for the lifetime of the structure. I his warranty may be transferred to future homeowners
provided
VFS, LLC. is notified within 30 days of the real estate transfer. The water management system shal I not rust, rot or corrode for the life of the structure. If the entire
perimeter of the basement was not treated, then additional work at an additional charge may be necessary to extend the system or treat other areas or other problems not
addressed by this work. In addition, a pump or power failure is possible, therefore this warranty is not a guarantee of a dry basement, as the scope of this work cannot guarantee
that in al I circumstances. This warranty shall not apply to: condensation, or any system that has been altered in any way, water vapor transmission, concrete discoloration from
capillary action, water squirting out of the walls over the system, window well flooding, plumbing leaks, surface water flooding, leaks from chimneys or garages, wall dampness,
or efflorescence (white powder) on concrete, masonry or bricks, hurricanes or other acts of God. Contractor is not responsible for peeling paint, water once it is pumped from
the
house, dust created from installation, damage to hidden or buried fuel/utility service lines, orfrozen discharge lines without an IceGuard. Floor cracks are warranted against
leakage only with full perimeter WaterGuard systems. Primary AC operated sump pumps and DC back-up pumps are covered under a separate manufacture's warranty which is
60 months from date of installation. Failure of any pump for any reason is outside the scope of this warranty. Back-up pumps that run off a battery, if not maintained, or that are
called on to run beyond the current life of the battery, can fail. These systems are recommended but cannot be relied upon to work in every situation. Annual maintenance is
recommended to find potential problems, but not required for this warranty to be in effect. Unless otherwise noted, electrical work is not included in this contract and problems
for electrical connections or lack thereof are the responsibility of the customer. Systems that drain to daylight cannot be warranted by the contractor if such drain: does not
drain enough water, does not drain water from under the floor, clogs or freezes. While drainage systems clogging or malfunctioning from iron ochre, iron get or iron bacteria
from the soil are rare, the contractor cannot be responsible for these situations, or for a system which requires cleaning, flushing or other service as necessary to keep it
functioning. Wall cracks repaired with FlexiSpan are warranted against leakage for 1 year.
VESTA Foundation Solutions Job Location Page 5/7
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703 2-16-23 (4)
Limited Warranty (Continued)
Vesta Encapsulation System
VESTA Encapsulation System -- A crawl space encapsulation system will isolate the home from the earth. The humidity level in the air wil I be lowered, reducing moisture,
however the encapsulation system does not claim to be a mold mitigation system and a April Aire dehumidification/air purification system is highly recommended to further
reduce mold growth. Wet crawl spaces require a drainage system, and a Sump system to remedy the problem with water below the VESTA Liner liner. VESTA Liner has a
transferable 25
year warranty— there will be no charge for service calls on any tears or holes in the VESTA liner (not caused by abuse or misuse), in the unlikely event this occurs. Sump pumps
are covered under a separate manufacturer's warranty. Installation of the system does not include extending discharge lines more than five feet form the foundation or electrical
work unless specified. Contractor is not responsible for frozen discharge lines without an IceGuard, water once it is pumped from house, or condensation. THIS WARRANTY
DOES NOT COVER, AND THE CONTRACTOR SPECIFICALLY DISCLAIMS LIABI LITY FOR: WATER DAMAGE TO FLOOR COVERINGS, FURNITURE, STORED ITEMS,
FINISHED WALLS AND OTHER OBJECTS INSIDE THE FOUNDATION. Contractor will not be responsible for any damages caused by mold, to include but not be limited
to property damage, personal injury, loss of income, emotional distress, death, loss of use, loss of value, adverse heath effects, or any other effects. Customer agrees to keep area
dry and to promptly report any problems to the Contractor. There are no other warranties, oral or written.
Helical Tie Backs
Contractor hereby warrants that the wall anchors will stop further inward movement of the walls) repaired for 25 years from the date of installation, or else Contractor will
provide the labor and materials, at no cost to Customer, to correct the problem with the wall anchors. Walls that do not have wall anchors installed entirely from corner to
corner, by Contractor, are not warranted. Wall anchors are warranted only to stabilize the affected waII(s) and not straighten them. If Customer desires further outward
movement in the waII(s) repaired, Customer may tighten the installed wall anchors as recommended by the manufacturer, but assumes all liability for damages due to over -
tightening of the wall anchors.
VESTA Foundation Solutions Job Location Page 6/7
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703 2-16-23 (4)
Notice of Right to Cancel
You are entering into a contract. If that contract is a result of, or in connection with a salesman's direct contact with, or call to you at your
residence without your soliciting the contractor call, then you have a legal right to void the contractor sale by notifying us within seven
(7) business days from whichever of the following events occurs last:
1. The date of the transaction, which is: or
2. The date you received this notice of cancellation.
How to Cancel
If you decide to cancel this transaction, you may do so by notifying us in writing at:
VESTA FOUNDATION SOLUTIONS CORPORATE OFFICE
4609 S Rockwell Ave, Oklahoma City, OK 73179
VESTA Foundation Solutions
TF 479-424-1188
O Arkansas Admin 2021
www.vestaofarkansas.com
13243 Puppy Creek Road #13
Springdale, AR 72762
You may use any written statement that is signed and dated by you and states your intentions to cancel, or you may use this notice by
dating and signing below. We will not cancel work orders until the notice of right to cancel is received. THIS IS A NON REFUNDABLE
DEPOSIT.
wish to cancel.
Owner's Signature
Owner's Signature
Date
Date
The undersigned acknowledges receipt of the two copies of the Notice of Right to Cancel.
Owner's Signature
Owner's Signature
Date
Date
VESTA Foundation Solutions Job Location Page 7/7
13243 Puppy Creek Road #13 Springdale AR 72762 2425 E Sharon St Fayetteville AR 72703 2-16-23 (4)
6302 S. Wilkerson St
Fayetteville, Arkansas
72704
Office (47g)441-9515
20FEB2023
Misty Simpson
2425 E. Sharon St.
Fayetteville, Arkansas 72703
RE: 23-02201 Cursory Foundation Assessment and Proposal
Dear Misty,
Thank you contacting our licensed foundation specialist company to provide a foundation
assessment on the residence referenced above. This report shall serve as our opinions as to the
current foundation conditions and recommendations for repairs to be done. All references and
recommendations are based the Non -Destructive Test (NDT) Methods and local building code by
visual observations only. The visual assessment was conducted by Dr. Matthew Johnston, PhD,
VP Operations and our International Code Council Certified Master Special Inspector (#8053368).
The foundation was constructed utilizing a concrete continuous footing with ASTM C90 hollow
stem concrete masonry unit (CMU) block for s foundation stem wall a minimum of three (3)
courses tall with a concrete slab on grade for the top out. The concrete slab on grade should be a
minimum of four (4") inches in thickness with at least 6"x6" wire mesh for horizontal
reinforcement. The concrete should have been placed with a in minimum compressive strength of
3, 000 psi and all exterior concrete should have been placed with 3,500 psi concrete should have
been core -filled by building code, with a four (4") inch concrete slab on grade. The footing
should have been installed with a minimum of 18" in width and 18" in depth with 3,000 psi
concrete and horizontal reinforcement consisting of three (3) #4 bars at equal spacing and cross
bracing at T-0" O.C. Below shall serve as our opinion(s):
Background
It is our understanding that a 36" water main ruptured about 345 linear feet to the South of the
rear of the residence on September 22, 2021; discharging close to multi -millions of gallons of
water based upon local sources, neighbors and background research. This is not to be considered
100% factual as this is all second hand information as nothing could be found to actually
determine the exact gallon quantity/flow of the discharge.
Opinion(s)
We are of the opinion the entire perimeter foundation should be underpinned due to
flooding of the property as described above. The existing soils are classified as a Gravelly
Clay with high plasticity indices. The Unified Soils Classification System (USCS)
classifies the clays with plastic/liquid limits above 20/40; meaning the soils will shrink
and swell with limited moisture introduced.. This is known in geotechnical engineering
as "linear shrinkage" and can be tested by performing an Atterberg Limits test according
to ASTM D4318
2. We are of the opinion the interior concrete slab on grade should have a lightweight/high
density polyurethane foam injected through the slab to consolidate the unconfined sub-
surface soils and to stabilize the concrete slab on grade.
3. We are of the opinion the existing concrete slab on grade consisting of the rear patio and
the driveway is displaying differential soil settlement. The rear patio will require
replacement (at a minimum) to install the rear foundation piers (underpinning)
Recommendation(s)
1. We are under the recommendation the perimeter foundation should be underpinned to
provide stabilization by the installation of up to (6) hydraulic pressed steel piers consisting
of 2 7/8" @ 0.25" wall internally sleeved with a 2 3/8" @ 0.25" wall pipe while supporting the
footing and the foundation stem wall with an engineered bracket to bedrock/soil bearing
strata (whichever occurs first, providing bearing pressures greater than 3,500 pounds per
square foot (psf) which may result recovery and crack closure (which cannot be guaranteed)
The cost of the foundation stabilization is estimated at $32,000.00;
2. We are under the recommendation the interior crack in the slab on grade should have 4
lbs/ft3 polyurethane foam injected beneath the slab to for soils stabilization and potential
lifting of the concrete. The cost of the interior stabilization is estimated at $16,000.00;
3. We are under the recommendation the driveway and rear patio will have to be replaced. The
cost associated with this replacement is $13,200.00
The total cost of the foundation stabilization and replacement of concrete as required for the
installation of piers and differential settlement is $61,200.00.
CONCLUSION
We are of the professional opinion the existing issues will continue to worsen over time due to
the existing sub -surface soils providing bearing to the perimeter footing.
PFS Inc. reserves the right to adjust the pricing based upon current market value. Pricing is valid
for 30 days from the date of this survey.
Below are some specifications for minimum construction standards that are referenced for our
cursory surveys.
International Residential Code I( RC)
Section R301.1 Design (Comment: The code requires that buildings and structures have adequate
strength to support the loads -and forces without exceeding the allowable stresses on any
element)
Section R301.5 Minimum Uniform Live Loads (Comment: The code requires that the minimum
live loads be not less than the minimums established by the code)
Section R301.7 Deflections (Comment: The code establishes standards for the deflection of
members)
Section R401.2 Foundation Construction (Comment: The code requires that the foundation
construction be capable of accommodating of all loads. Structural fill can also be utilized with
appropriate engineering design.)
Section R401.3 Drainage (Comment: The code requires that surface drainage shall be diverted to
a storm sewer conveyance or other approved point of collection so as to not create a hazard. Lots
shall be graded to drain surface water away from foundation walls. The grade shall fall a
minimum of 6 inches (152 mm) within the first 10 feet (3048 mm))
Section R403.1.4 Minimum Depth (Comment: The code requires that the bottom of foundations
extend below the frost penetration level, but not less than twelve inches)
Section R403.1.8 Expansive Soils (Comment: The code requires that foundations in expansive
soils be designed for that condition)
ASTM C1754 Standard Test Method for Density and Void Content of Hardened Pervious
Concrete (Comment: The code requires for the concrete to be free of porosity and consolidation
by vibratory screed methods, not hand vibration)
All opinions and references are in accordance with the International Code Council, the
International Residential Code and the Arkansas Fire Prevention Code as it pertained to the
minimum specifications as required by local building codes.
This professional opinion was based upon a cursory examination of the crawlspace construction materials visible at the
time of examination on this specific day within thegiven range of environmental factors on tyre date of this report above.
Other opinions could perhaps be developed as tire result of a technically exhaustive engineering design by a licensed
engineering firm. Such a study could involve several hours of information gathering at tire site, laboratory testing,
research, and engineering analysis; involving a substantially higher fee (beginning at ($1,500.00). This cursory survey
should not be construed as a guarantee or warranty of any kind in the construction methods utilized
This professional opinion is for the sole rise of the Precision Foundation Specialists hic's (PFS Inc.) client and is the
intellectual property of PFS Inc. Client will defend, indemnify, represent and hold harmless PFS, Inc. from and against
any claim, action or proceeding brought by any party claiming to rely upon information or opinions contained in this
document. No release without having obtained PFS, Irrc's written consent prior. PFS Inc. does not authorize client to
share this information with competing companies. Unauthorized rise is will be punished by to the full extent of the law
through all legal avenues. By release of this report all parties promise to ill indemnify, represent and defend any and all
claims for any damages claimed by others in the use of this report including loss of real estate contract. Liability is
limited to the fees for the services provided. Thank you for calling upon PFS brc. for this service.
Respectfully submitted,
Precision Foundation Specialists Inc.
By: nr, MA'H�?AP4kg4, b; ��o pPS 112EDr. Matthew Johnston, PhD., ASCE, CSE C
PRECISION r?
=�i FOUNDATION Lam=
=-°,,,'. SPECIALISTS INC' c c
%.,�RKAHSPs
PRIVACY FENCE,
INC
ESTIMATE: M T W ^ T F s
PO Box 758 -"'�
IHv# 22- 008j
Date: 1 /%1:ja _ AM l PM
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❑ FINISHED
SIDE OUTSIDE
0 FINISHED
SIDE INSIDE
—
C1 DOGS
*PRES.SiJFiE
TREATED RAILS AHD_ Po5TS USED UNLESS OTHERWISE N
FENCETYPEI
PICKETS
HEIGHT FOOTAGE
Ij BOARD TO BOARD
a PRESSURE -TREATED PINE
SIFT/SFT/fiFT
❑ SHADOW BOX
0 EASTERN CEDAR
QF 1-/ 51-7/6Ff
4 BOARD ON BOARD
11 WESTERN CEDAR
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SINGLE GATES:
DOUBLE GATES:
! 10 WOOD FRAME
O WOOD FRAME
L STEEL FRAME
n S'I EEL FRAME
l D CHAIN LINK,
U CHAIN UNK
t `,ORNAMENTAL
II ORNAMENTAL
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DECORATIVE WOOD
STARTERS ROUNDSIEEL POSTMASTER
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POSTS STFEL POSTS
I
V THIS PROPOSAL**
We propose to funnish material and labor,
with the included specifications for the. sum
CHECKICASH PRICE: $ /,
CREDIT CARD PRICE: $
:F �t
TAX,
I DEPOSIT: S
�,lillf�BALANC DU : Y$ �.'��d Gv
*Acceptance of Proposal
ClientSiignature
Dale:
PFI Slgnaturk J ,L
Date: _Lf 'G /202&
*RESPONSIBILITY OF CLIENT AND PRIVACY FENCE, INC'
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hin connection with any dams made trr sari`+` a➢aut ttv IcGworl d me gams.
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Intlyand costs im_:w� in W icCrrq ttq debt
35 0� Rot plrTMwd Lhwk Free
A Clean Cut Lawn Care
P.O. BOX 1403 poi ,)g - DooD°7a
Farmington, AR 72730
479-856-9800
Follow Us on Facebook @ A Clean Cut Lawn Care
Invoice # Account #
37555
To: City of Fayetteville
2425 Sharon St.
Fayetteville, AR 72703
PO # Period Beginning Period Endin
2/2/2022 2/2/2022
A. CLEAN CUT
Invoice Date I Payment Due
Payments Since 3/2/2022
0
Sub Total
6160.00
Sales Tax
364.65
Invoice Total
6524.65
Account Balance
$6,524.65
Email: info@acleancutlawncare.com
Website: www.acleancutlawncare.com
For: 2425 Sharon St,, Fayetteville AR 72703
Date Description
Qty
Price
Total
2/2/2022 Landscape Installation
1.00
1414.00
1414.00
2/2/2022 Topsoil Truck Load
1.00
395.00
395.00
2/2/2022 Landscape Installation
1.00
250.00
250.00
2/2/2022 Sod Installation
1.00
756.00
756.00
2/2/2022 Zoysia Sod
8.00
395.00
3160.00
2/2/2022 Sod Delivery Charge
1.00
185.00
185.00
Thank You - We Appreciate Your Business
From: City of Fayetteville
2425 Sharon St.
Fayetteville, AR 72703
Please detach and return bottom portion with your payment
Retain top portion for your records.
To: A Clean Cut Lawn Care
P.O. BOX 1403
Farmington, AR 72730
Invoice Number 37555
Invoice Due DateHET� 2/2/2022
PO Number
Account Balance $6,524.65
y g. curse 01 Mt€lam i��rane nst i„�a a ud
li ric tin i _ rs 13e a' to
STANLEY STEEMER.
-:-,L
•may.} r�
MOP
7O2 ?rj _ YOUR PARTNER IN CLERK!
"' COMMERCIAL ESTIMATE
Billing Intommtlon CUSTOMER COPY
Contact
aaaese _ _
City. Stele, zip _-
- -rnn TO - Phone - — — — -
• Flexible Scheduling
• One Point of Contact
• 10 Day Se stact€on Guarantee,
• insured, Uniformed, Background
Checked and Dreg -tested
Employees
• 24- Hour Emergency. Services
• Rrst Carpet CkoWng Company
to be AAFA CertHfed
• IIRC Certified Firm
Protector: Helps Improve Realatence
to Sall & Water
Deodorizer. Acts as an Odor Remover
Neutralizing h At The Source
SET-UP INFORMATION
Expected Time:.
H.0 Hook -Up:
Tools Required:
r„ ❑ Furniture stains
.. .�•.. iV -n Looter -try .�.+IN.0 nppbs
n ❑ due to p mr V-+wV rin
❑ tinW nor ,,.n. c IMl-W
0,
,.I .14 ❑ water Dunege
SCHEDULE Fo
On Account ❑ Credit Application On File
CALL: _._ �71 �a �v I7 Y Z ----Tax Exempt, Certificate r
Sales Representative LA'y 1S! Lp ti Date �Cash El Check El Credit Card
AREA DESCRIPTION Clean Protect Deodorize Total
YMtrOaeeYaleEkB4piless y • 7 - Sub -Total Kj . 06
rt P ti week • ft of w ZO Hoar Emergrmey Water ReshmeW
Tax
COMMENTS:iKCn _t�' ;•,(a=;.. Ii i'i':f1 ��. "r iLt'�{[
Total
61"lwe =onu 76059
4fxtt
ENGINEERIN
Hall Engineering, Ltd.
P.O. Box 241302:
Little Rock, AR 72223-1302
Tax ID#: 20-0427046 NWA/MO
For questions about this invoice, call
our billing line at 501.588.3355 -or-
justin@hall-engr.com
Simpson
RE:
2425 E. Sharon St
Fayetteville
-M,
HJffVCH(CTLP---z
Invoices:
Date:
21-13951
12/2/2021
DATE
DESCRIPTION
UNIT PRICE
TOTAL
11/27/21
Consult
$550.00
$550.00
SEE BELOW FOR PAYMENT OPTIONS
See invoice email for link to W-9
Grand Total
$550.00
Payment Options:
Always include invoice number with payment
- Venmo ID is Justin-Hall-HEG (last four of phone # is 1369 for verification)
- Cash app ID is $HallEngineering
- Credit Card payments go here ------> httsJ/secure.desi n a .cc)ril aaes/hallen ineerin i a ments
- Paypal payments ID is paypal@hall-engr.com
- Google Pay ID is HallEngineringLTD@gmail.com
- Checks: Please make Checks out to Justin Hall
Payments later than 30 days may be subject to a $25/mo late fee. Arrangements can be made to pay
through closing. Contact Justin at Justin@hall-engr.com for those arrangements.
Please note that if this invoice is not paid in full that the bill will be sent to collections and the recipient
of services will be liable for the collection fees involved with collecting the debt.
Late payments may be subject to interest of 2% and collections fees.
ESTIMATE
Arkansas Outdoor Professionals LLC
P.O. Box 1798
ure�P�
Farmington, AR 72730
47s z00-7377
(479) 200-7377
To: Estimate # 5717
Sarah Carnahan Estimate Date 02/10/2023
185 North Hartman Avenue
Fayetteville, AR 72701 Total Amount $14,870.00
Item
Quantity
Price
Line Total
Waste, Junk, Building Materials and Debris - Remove and Haul
1.0
$1,000.00
$1,000.00
Rock/Stone Work Steps Repair
1.0
$1,040.00
$1,040.00
Retaining Wall - Repair
1.0
$5,000.00
$5,000.00
Equipment/Delivery/Labor
1.0
$2,000.00
$2,000.00
Storm Debris Cleanup
1.0
$1,040.00
$1,040.00
Chain Link Fence - Install/Repair
1.0
$1,040.00
$1,040.00
Drainage install/repair
1.0
$3,500.00
$3,500.00
Lawn Care - Lawn Seeding
1.0
$250.00
$250.00
Notes
Subtotal: $14,870.00
Tax: $0.00
Past Due Amount: $0.00
Total Amount: $14,870.00
landscape Cleanup and Repair
This estimate reflects all material, equipment, and labor needed to complete the following:
1. Debris cleanup and removal.
2. Chain -link fence cleanup and repair.
3. Drainage repair.
4. Cleanup and reconstruction of the terraced walkway on side of house.
5. Retaining wall reconstruction and repair.
6. Cleanup and re -seeding back yard .
View Online: https://www.yardbook. com/16881/pay_now
�� ���andy'-ffianlY
a neighborig company
Billing Address
James Woodward
185 North Hartman Avenue
Fayetteville, AR 72701 USA
Mr. Handyman of Bentonville, Rogers and
Springdale
191 Townsend Way
Pea Ridge, AR 72751
(479) 7SS-2007
Estimate Details
Estimate 219505077
Job 108903
Estimate Date 2023-02-22
Technician Jose De La Torre
Customer PO
Job Address
James Woodward
185 North Hartman Avenue
Fayetteville, AR 72701 USA
Insulation/Drywall/Painting: This estimate is to repair cut out areas, add insulation and paint to match areas where drywall was
removed.
This estimate excludes any unforeseen.
This estimate is only valid up to 30 days.
Task # Description Quantity Your Price Your Total
Estimated Labor Charge 1 Estimated Labor Charge 1.00 $3,075.00 $3,075.00
Estimated Material Charge 1 Estimated Material Charge 1.00 $497.22 $497.22
Sub -Total $3,572.22
Tax $0.00
Total $3,572.22
Thank you for choosing Mr. Handyman - A Neighborly Company
To explore all our Home Improvement and Repair Services visit: MrHandvman.mrn
Or for additional home services, visit our trusted family of brands at:QgJNg1J htgrIV.r m
Auth Paragraph
Mr. Handyman Service Technicians are covered by General Liability, Workers' Compensation, and are fully bonded
Mr. Handyman bills a setjob price. Customer agrees to pay the agreed upon rate immediately following the completion of the service. Unless
other payment arrangements are made. We have a $65 diagnostic fee if you decide not to proceed with the work.
Charges include all productive labor normally associated with the agreed -upon job assignment. This labor is inclusive of, but not limited to, the
following:
Loading and unloading tools and equipment at the beginning and end of each day
Planning, discussing, and/or problem -solving the work to be completed
Purchasing and picking -up materials
Normal handling, measuring, cutting, and fitting
Keeping a record of time spent on a job
Regular clean-up of debris and equipment due to faulty or incorrect materials
There will be a $4.50 fee for credit card payments under $1000 Anything over $1,000 will be a 3% charge.
If payment is not made upon completion of the job and payment is not tendered within 30 days, interest will accrue at the rate of 10% per
month from the date work was completed. In the event that legal action is required, the customer agrees to pay all costs and expense of
collection, including reasonable attorney fees.
Customer acknowledges that all Service Technicians are employees of Mr. Handyman, and will not solicit or attempt to solicit any employee of
Mr. Handyman.
Customer has read, discussed, and accepts the work agreement to be completed by the Mr. Handyman Technician. Customer authorizes Mr.
Handyman to begin work.
CONTRACTUAL AGREEMENT FOR
COST SHARE OF WATER MAIN INSTALLATION COSTS
This Agreement, made and entered into on this day of May, 2023, by and between
the City of Fayetteville, Arkansas ("City") and 1 lth Street Cottages LLC ("llth Street Cottages"),
witnesseth:
WHEREAS, IIth Street Cottages has requested that the City share in the cost of
constructing an 8-inch water main near the corner of East llth Street and South Washington
Avenue, a distance of approximately 236 linear feet, so that 1 lth Street Cottages may develop a
property located on East 11 th Street; and
WHEREAS, constructing this segment of 8-inch water main will allow development of
this property, and will provide for ample future capacity which the City recognizes will be
necessary for the area that is served by this water main.
NOW, THEREFORE, the City of Fayetteville, Arkansas and 11 th Street Cottages LLC
agree as follows:
1. The City of Fayetteville, Arkansas agrees to:
A. Reimburse llth Street Cottages LLC for 50.0% of the cost to install
approximately 236 linear feet of 8-inch water main in the area identified in
Exhibit "A" up to a maximum -not -to -exceed amount of $47,834.30, as was
estimated by the builder's representatives and shown on Exhibit `B", attached.
B. Payments due to 1 lth Street Cottages LLC, shall be remitted within sixty (60)
days after receipt of valid invoices.
2. 1 lth Street Cottages LLC agrees to:
A. Provide the necessary and normal project management, inspection, and testing
as necessary for a complete and acceptable water main installation, including
submittal of plans and specifications to the City's Engineering Department, per
their standard procedures.
B. Provide a copy of the invoices from the Contractor upon City approval of the
water main upgrade.
C. Pay for the water main installation (with reimbursement of 50.0% of the cost
by the City of Fayetteville in a not -to -exceed amount of $47,834.30).
Page 1 of 2
IN AGREEMENT WITH ALL THE TERMS AND CONDITIONS ABOVE, WE
SIGN BELOW:
111h STREET COTTAGES LLC
LAWRENCE FINN,
Managing Manager
ATTEST:
am
CITY OF FAYETTEVILLE, ARKANSAS
LIONELD JORDAN, Mayor
ATTEST:
KARA PAXTON, City Clerk
Page 2 of 2
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 Plans 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 -''VC 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
it I Feet
Measurement Result
236.3 Feet
Community By Design 11 th Street Cottages - Water
100 West Center Street, Suite 300 improvements
Fayetteville, Arkansas 72701
Phone: (479) - 790 - 6775 Cost Share Bid Summary 3.24.23
Schedule 1
11th Street Water Main - Per Plans Dated 11/18/22
Public Inftrastructure Cost Estimate - Draft
1/6/2023
Quantity Unit Unit Cost Total Cost
1
Tap Water Main - Tap Sleeve, Valve, Pavement Repair
1
Each
$11,900.00
$11,900.00
2
8 inch - PVC Water Main
236
L.F.
$105.00
$24,780.00
3
8 inch - Gate Valve
1
Each
$3,528.00
$3,528.00
42
inch -Gate Valve
1
Each
$1,722.00
$1,722.00
7
Fittings
1
Each
$3,563.00
$3,563.00
5
Pavement Repair - Cut and T-patch
236
L.F.
$49.00
$11,564.00
6
Mill and Overlay Pavement
1
Each
$21,000.00
$21,000.00
8
Testing
1
Each
$2,100.00
$2,100.00
glEngineering
Each
$8,485.40
$8,485.40
rat
$88,642.40
BID QUOTES (REFERENCE ATTACHED) - PURSUANT TO APPROVED PERMIT PLANS (11/18/22) SCOPE OF WORK HIGHLIGHTED ABOVE:
GROUND ZERO - BID $98,848 (add engineering $8,485)) _ $107,333
S & G PLUMBING - BID $108,494 (add engineering $8,485) _ $116,988
PAVECON - BID - BID $87,183 (add engineering $8,485) _ $95,668 (low bid)
Community By Design 1/6/2023
Page 1 of 1
11th Street Cottages - Fayetteville (ROW Utilities)
Ar4fd'AWA»' Budget Proposal for Construction
3/3/2023
PAM
Sewer & Water
Item #
Quantity
Unit
Unit Price
Bid Amount
1r
Svstem
$ .00
1
8" Sanitary Sew e PVC) w/full depth gravel
backfill under the paved�aR-26
115
LF
93.00
$ 10,695.00
2
4" Sewer Services
EA
$ 3,200.00
$ 28,800.00
3
Connection to Existing Manhole
EA
$ 3,400.00
$ 6,800.00
4
Sanitary Sewer Manholes (6'-
2
$ 5,710.00
$ 11,420.00
5
Testing of ewer System
115
LF
$
1,150.00
ewer Maintenance Bond 25% for 2 Years
1
LS
$ 835.00
$
2
Water System
$ 75.20
1
8"C900 DR-18 PVC Water Main (0 - 6') Including gravel
bedding & backfill
240
LF
$ 107.00
$ 25,680.00
Water Meter Array **Service lines beyond meter sets by
2
others.**
3
Waterline Connection - 6 x 6 Tapping Assemblies
1
EA
$ 6,100.00
$ 6,100.00
4
8" Gate Valve
1
EA
$ 2,800.00
$ 2,800.00
5
Fittings & Thrust Blocking
1
LS
$ 5,500.00
$ 5,500.00
6
Chlorination & Testing of Water System
240
LF
$ 8.00
$ 1,920.00
7
Water Maintenance Bond 25% for 2 Years
1
LS
$ 975.20
$ 975.20
$42,975.20
8
a
, 79.00
1
Retaining Wall
1
72,904.00
$ 72,904.00
2
4" Topsoil / Seed & Straw
1
LS
$ 7,500.00
$ 7,500.00
3
Installation of Trees
11
825.00
$ 9,075.00
4
n - Automatic Lawn System
1
EA
$ 9,100.00
0.00
Pavecon Budget Total =
4
Site Concrete
$ 44,208.00
1
Mill and Overlay 11th Street 2,900
SF
$ 13.52
$ 39,208.00
2
Street T-Patch 1,000
SF
$ 5.00
$ 5,000.00
Lawrence Finn
From:
herb.harrisjr@cox.net
Sent:
Wednesday, December 14, 2022 9:57 AM
To:
'Lawrence Finn'
Cc:
groundzrod@cox.net
Subject:
11th St Cottages
Lawrence
Breakout for water is $98,848.69
Labor: $50,116.29
Materials: $48,732.40
Let me know if you need anything else.
Herb Harris Jr.
Project Manager/Lead Estimator
Ground Zero Construction, Inc.
Phone:918-422-5354 Mobile:479-957-2966
P.O. Box 830, Siloam Springs, AR 72761
Web: www.groundzeroconstruction.org
Email: herb. harris'r a cox.net
GROUND
I
CONSTRUCTION, INC
Lawrence Finn
From: Sandra Clegg <clegg0209@yahoo.com>
Sent: Sunday, February 5, 2023 3:23 PM
To: Lawrence Finn
Subject: Re: 11th Street Cottages - South Fayetteville (WATER & SEWER)
PROPOSAL:
FROM: S & G PLUMBING
P.O. BOX 8457
FAYETTEVILLE, ARKANSAS 72703
ATTN: LAWRENCE FINN
RE: UTILITY WORK 11 ST. COTTAGES - SOUTH FAYETTEVILLE, AR
NOTE:
WATER MAIN EXTENSION
WATER METER BANK (AS PER CITY OF FAYETTEVILLE)
WATER SERVICE TO NINE PROPOSED COTTAGES
WATER BANK WILL BE SET UP FOR TWELVE
SEWER MAIN EXTENSION AS PER PLANS AND SPEC
TIE INTO EXISTING MAN HOLE AS PER CITY OF FAYETTEVILLE
BUILD TWO MAN HOLE AS PER CITY OF FAYETTEVILLE
SEWER SERVICE TO NINE COTTAGES WITH 6" PVC SCH 40
CLEAN OUTS AS PER CITY OF FAYETTEVILLE
INCLUDED:
ALL HAUL OFF
STREET CUT
BACK FILL STREET WITH COMPACTED SB-2
PATCH CITY STREET WITH T PATCH DETAIL ( ASPHALT PATCH BY OTHER)
ALL CURB STOPS
ALL SHUT OFF TO EACH COTTAGE WITH BOX ( PRESSURE REGULATOR BY OTHER)
EXCLUDED:
ANY ROCK REMOVAL
ANY IMPACTOR DEVELOPMENT FEE'S
ANY ENGINEERING
ANY ENGINEERING INSPECTION
ANY COMPACTION TESTING
TTe:F Tl I'S P RE)P E)S A l . [' 293 !S:7. A 9
SCHULE OF VALUES
CONCRETE T PATCH. $ 11,265.20
WATER MAIN. $ 82,669.88
TOTAL. 175,893.8-7-
5% O.H. 8,794.69
10 %. PROFIT. 18,468.85
$93,934 water service
$4,696 5% O.H
--------------
--------------
$9,863 10% Fee
$ 108,494 TOTAL
11 TH ST. CLUSTER HOUSING DEVELOPMENT
LEGEND
EXISTING TYPE PROPOSED
WPF
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GRADING PERMIT DRAWINGS
IRON PIN/PIPE FOUND
IRON PIN SET
BOUNDARY LINE
- - - - - -
RIGHT OF WAY LINE
- - - - - -
EASEMENT LINE
- - - - - - - -
BUILDING SETBACK
LINE OVERHEAD
PRIVATE UTILITY SERVICE
UGS-UGC
CONDUIT
SECONDARY UTILITY
UGE2 UGE2-
CONDUIT
PRIMARY UTILITY CONDUIT
UGE1 UGE1
STREET LIGHT
SIGN
UTILITY POLE
CURB LINE
ASPHALT PAVING
CONCRETE PAVING 1
SIDEWALK
n
GRAVEL
CONTOURS
xxx
STORM DRAIN W/SIZE
6"RCP
GRATED INLET
CURB INLET
JUNCTION BOX
SIDEWALK UNDERDRAIN
0
SANITARY SEWER LINE
8" SS
W/SIZE (SDR-26)
-00
DIRECTION OF TRAFFIC
Milo.
PVC WATER LINE
8" VH-�
W/SIZE (C-900, CLASS 200)
GAS LINE
GAS GAS
GREEN SPACE
STONE WALL
WATER METER
O
FIRE HYDRANT
ASSEMBLY
SAN. SEWER MANHOLE
o
TREE PROTECTION FENCE
TP F
TREE
SHEET INDEX
1. COVER SHEET 7. SITE DETAILS
2. SITE PLAN 8. WATER DETAILS
3. UTILITY PLAN 9. SANITARY SEWER DETAILS
4. GRADING PLAN
5. TREE PRESERVATION PLAN
6. LANDSCAPE PLAN
NOVEMBER 18, 2022
FAYETTEVILLE, WASHINGTON COUNTY, ARKANSAS
VICINITY MAP (NTS)
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CONTACT
Potential Typology
■■■•■■ Connection - Regional Link
Connection - Neighborhood Link
v Connection - Residential Link
Urban Center
Regional Link - High Activity
Regional Link
Neighborhood Link
Institutional Master Plan
FreewaylExpressway
Park
0 Planning Area Boundary
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THE CONTRACTOR IS RESPONSIBLE TO CONTACT EACH DISCIPLINE BELOW AND REQUEST A CERTIFICATE OF
OCCUPANCY INSPECTION AND APPROVAL AT LEAST A WEEK IN ADVANCE:
BUILDING SAFETY
DENNIS SANDERS
575-8229
DSANDERS@FAYETTEVILLE-AR.GOV
QUIN THOMPSON
575-8252
QTHOMPSON@FAYETTEVILLE-AR.GOV
ENGINEERING
JONATHAN ELY
575-8206
JELY@FAYETTEVILLE-AR.GOV
JOSH BOCCACCIO
757-8206
JBOCCACCIO@FAYETTEVILLE-AR.GOV
FIRE
NATHAN WOOD
718-7607
NWOOD@FAYETTEVILLE-AR.GOV
BACKFLOW PREVENTION
RANDY BOLINGER
575-8382
RBOLINGER@FAYETTEVILLE-AR.GOV
METER OPERATIONS
JAYCE BRANSON
684-4723
JBRANSON@FAYETTEVILLE-AR.GOV
PLANNING
GRETCHEN HARRISON
575-8263
GHARRISO N@FAYETTEVILLE-AR.GOV
JESSIE MASTERS
575-8239
JMASTERS@FAYETTEVILLE-AR.GOV
RYAN UMBERGER
575-8327
RUM BERG ER@FAYETTEVILLE-AR.GOV
RECYCLING AND TRASH
DREW COOK
575-8397
ACOOK@FAYETTEVILLE-AR.GOV
TREE & LANDSCAPE
MELISSA EVANS
444-3486
MEVANS@FAYETTEVILLE-AR.GOV
1. THE WATERSHED CONSERVATION RESOURCE CENTER CAN HAUL OFF TREES FREE OF CHARGE FOR USE IN STREAMBANK
RESTORATION PROJECTS LOCALLY. PLEASE CONTACT MATT VANEPS OR SANDI FORMICA AT (479) 444-1916 TO COORDINATE
PICK UP LOCATION AND SCHEDULE.
THE TREES NEED TO MEET THE FOLLOWING SPECIFICATIONS:
A. MINIMUM DIAMETER: 6"
B. MAXIMUM DIAMETER: 36"
C. MINIMUM LENGTH: 15'
D. MAXIMUM LENGTH: 35'
E. IDEAL LENGTH GREATER THAN 20'
F. LIMBS REMOVED
G. NEED TO HAVE THE ROOT BALLS ATTACHED (ROOT BALLS CAN BE SMASHED DOWN TO MAKE REDUCE SIZE AND INCREASE
EFFICIENCY FOR LOADING, TRANSPORT, AND UNLOADING)
H. SIGNAGE IS NOT REVIEWED BY THE ENGINEERING DEPARTMENT. APPROVAL OF THESE PLANS DOES NOT IMPLY OR
GUARANTEE APPROVAL OF YOUR PROPOSED SIGNAGE.
CITY OF FAYETTEVILLE STANDARD NOTES
1. THE REVIEW BY THE ENGINEERING DIVISION WAS FOR GENERAL COMPLIANCE AND DOES NOT WARRANT YOUR DESIGN AND DOES NOT RELIEVE THE OWNER FROM ANY ITEMS
DISCOVERED DURING CONSTRUCTION OR FURTHER REVIEW, WHICH ARE DEEMED NECESSARY TO COMPLY WITH CITY ORDINANCES AND CRITERIA. THE APPROVAL OF THE ENGINEERING
ITEMS ON THE PLANS FOR WATER, SEWER, DRAINAGE, AND GRADING IS NOT A GUARANTEE OF APPROVAL OF THIS PROJECT BY OTHER CITY DIVISIONS.
2. ANY DAMAGE TO THE EXISTING PUBLIC STREET OR OTHER PUBLIC INFRASTRUCTURE DUE TO CONSTRUCTION SHALL BE REPAIRED/REPLACED AT THE OWNER/DEVELOPERS EXPENSE.
3. ALL MATERIAL DELIVERIES, CONSTRUCTION STAGING, AND WORKER PARKING MUST OCCUR ON YOUR SITE AND OUTSIDE THE PUBLIC STREETS DURING ALL PHASES OF THE PROJECT.
4. ALL PUBLIC SIDEWALKS AND RAMPS MUST MEET ADA GUIDELINES. ANY EXISTING SIDEWALKS THAT DO NOT CONFORM TO ADA GUIDELINES MUST BE REMOVED AND REPLACED TO
CORRECT THE ISSUE. COORDINATE WITH THE ENGINEERING DEPARTMENT FOR INSPECTION OF EXISTING SIDEWALKS TO DETERMINE ADA COMPLIANCE.
5. PRIOR TO ANY CLEARING TO INSTALL EROSION CONTROL STRUCTURES, TREE PRESERVATION FENCING MUST BE INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE URBAN
FORESTER (444-3469)
6. WATER AND SEWER IMPACT FEES WILL APPLY FOR THE ADDITIONAL IMPACT TO THE SYSTEM. THE FEES WILL BE BASED ON THE PROPOSED METER SIZE AND WILL BE CHARGED AT THE
TIME OF METER SET.
7. THE ENGINEER OF RECORD SHALL PROVIDE "FULL TIME" INSPECTION FOR UTILITIES AND "PART TIME" INSPECTION FOR THE STORM DRAINAGE AND ROADWAY CONSTRUCTION FOR THIS
PROJECT. THE ENGINEER OF RECORD SHALL ALSO REVIEW AND APPROVE MATERIAL SUBMITTALS (APPROVED SUBMITTALS SHALL BE SUBMITTED TO THE CITY FOR CONCURRENCE
BEFORE PRECONSTRUCTION MEETING AND BEFORE MATERIAL IS ORDERED) - DAILY INSPECTION REPORTS SHOULD BE SUBMITTED WEEKLY TO THE CITY OF FAYETTEVILLE'S PUBLIC
WORKS INSPECTOR (PWI).
8. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CITY OF FAYETTEVILLE'S REQUIREMENTS. IN THE CASE OF CONFLICTS, THE CITY'S CRITERIA SHALL GOVERN.
9. THE PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED NO LESS THAN 48 HOURS PRIOR TO THE INSTALLATION OF PUBLIC UTILITIES, INFRASTRUCTURE, ROADWAY, ETC. TESTING SHALL BE
COORDINATED WITH THE PWI BY THE ENGINEER OF RECORD.
10. CONTACT DAVE ROWDEN (ADA ADMINISTRATOR 587-7145) AND REQUEST AN INSPECTION PRIOR TO:
A. POURING ANY SIDEWALK, TRAIL, OR DRIVEWAY IN THE RIGHT-OF-WAY OR PUBLIC EASEMENTS.
B. PLACING ANY PAVEMENT FOR ADA ACCESSIBLE PARKING/LOADING AREAS.
C. POURING ANY SIDEWALK THAT IS A CONNECTION FROM ADA ACCESSIBLE PARKING AREAS TO THE STRUCTURE.
11. CONTRACTOR SHALL BE CONFINED TO THE LIMITS OF CONSTRUCTION SHOWN ON THIS GRADING PERMIT APPLICATION. ADJACENT PROPERTY SHALL NOT BE USED WITHOUT MODIFYING
THE GRADING AND EROSION CONTROL PLAN THROUGH THE ENGINEER OF RECORD AND OBTAINING WRITTEN APPROVAL FROM THE CITY ENGINEERING DIVISION.
12. CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY EACH HOME OWNER IN ADVANCE (MINIMUM OF 24 HOURS, AFTER INITIAL CONTACT OF 48 HOURS) OF PERFORMING WORK THAT
AFFECTS ACCESS (ROADWAY AND DRIVEWAY) AND THAT AFFECTS UTILITY SERVICES (SPECIFICALLY WATER AND SEWER) BUT NOT LIMITED TO PUBLIC UTILITIES.
13. PRIOR TO ENGINEERING APPROVAL OF THE BUILDING PERMIT, EITHER THE REQUIRED PUBLIC IMPROVEMENTS MUST BE INSTALLED AND ACCEPTED, OR PERFORMANCE BONDS IN THE
AMOUNT OF 150% OF THE CONSTRUCTION COST FOR ALL PUBLIC IMPROVEMENTS MUST BE SUBMITTED, ACCOMPANIED BY A UNIT PRICE ESTIMATE APPROVED BY THE ENGINEERING
DIVISION AND ALL EASEMENTS MUST BE DEDICATED AND OR VACATED.
14. A GRADING AND DRAINAGE PERMIT WILL NOT BE ISSUED UNTIL:
A. A COPY OF THE SWPPP IS PROVIDED TO THE CITY. THE SWPPP WILL BECOME PART OF THE GRADING AND DRAINAGE PERMIT. (IN PDF FORMAT)
B. THE PERIMETER EROSION CONTROLS, CONSTRUCTION EXIT, AND SWPPP/GRADING PERMIT BOX HAVE BEEN INSPECTED AND APPROVED BY THE ENGINEERING DIVISION. (APPLICANT IS
RESPONSIBLE FOR CONTACTING AND SCHEDULING THE EROSION CONTROL INSPECTION BY CALLING THE ASSIGNED PWI)
C. THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE MATERIAL SUBMITTALS (APPROVED SUBMITTALS SHALL BE SUBMITTED TO THE CITY FOR CONCURRENCE BEFORE
PRECONSTRUCTION CONFERENCE AND MATERIAL IS ORDERED)
D. A PRECONSTRUCTION CONFERENCE HAS TAKEN PLACE.
a. CONTACT THE CITY OF FAYETTEVILLE METER OPERATIONS DIVISION (575-8392) PRIOR TO THE PRECONSTRUCTION MEETING TO DISCUSS THE DOMESTIC AND/OR IRRIGATION WATER
SERVICE DEMAND TO VERIFY SIZE OF METER PROPOSED.
b. ALL CONTRACTORS/SUBS INSTALLING PUBLIC INFRASTRUCTURE MUST BE PRESENT ALONG WITH THE INSPECTOR FROM ENGINEER OF RECORD.
C. IF THE SUPERINTENDENT ON SITE CHANGES AFTER THE CITY OF FAYETTEVILLE PRE -CONSTRUCTION MEETING, AN ADDITIONAL PRE -CONSTRUCTION MEETING WILL BE REQUIRED WITH
THE NEW SUPERINTENDENT.
E. A COPY OF THE APPROVAL LETTER FROM THE ARKANSAS DEPARTMENT OF HEALTH IS OBTAINED AND FORWARDED TO THE ENGINEERING DIVISION.
15. PRIOR TO PROJECT ACCEPTANCE (CERTIFICATE OF OCCUPANCY, OR TEMPORARY CERTIFICATE OF OCCUPANCY) THE FOLLOWING ITEMS MUST BE PERFORMED OR PROVIDED TO THE
SATISFACTION OF THE ENGINEERING DEPARTMENT:
a. THE WORK SHOWN ON THE CIVIL SITE PACKAGE MUST BE COMPLETE AND THE ITEMS ON THE FINAL PUNCH LIST COMPLETED.
b. VEGETATION MUST BE ESTABLISHED IN ACCORDANCE WITH SECTION 169.06 OF THE UDC AND PERIMETER CONTROLS REMOVED.
c. ONE (1) SET OF AS -BUILT DRAWINGS OF THE COMPLETE PROJECT (EXCLUDING DETAILS) AS A HARD COPY, DIGITAL FILE .DWG, AND PDF FORMAT;
1. PROFESSIONAL SURVEYOR SHALL PROVIDE STAMP DRAWINGS SPECIFICALLY IDENTIFYING THE LIMITS OF AS -BUILT SURVEY PERFORMED.
2. PUBLIC INFRASTRUCTURE AND SERVICES SHALL BE SURVEYED AFTER INSTALLATION IN RELATION TO EASEMENTS, PROPERTY LINES, AND RIGHTS -OF -WAY.
i. MORE THAN 2 FT DEVIATION OF DESIGN ALIGNMENT OF SHALL REQUIRE NEW EASEMENT DEDICATION OR ADJUSTMENT OF THE UTILITY/STORM DRAIN.
3. SANITARY SEWER, AND STORM DRAINAGE (INCLUDING PRIVATE) ELEVATIONS MUST BE VERIFIED AND UPDATED. (ELEVATIONS OUT OF DESIGN TOLERANCE MUST BE CORRECTED)
4. STREET CENTERLINE, WIDTH, PROFILES AND CROSS SLOPES SHALL BE VERIFIED.
5. ADEQUATE VERIFICATION SURVEY TO CONFIRM ACCURACY OF DRAINAGE REPORT.
6. AS-BUILTS SHOULD INCLUDE THE FOLLOWING INFORMATION IN A TABLE;
i. NEW PUBLIC STREETS (LINEAR FEET)
ii. SIDEWALK (LINEAR FEET, CATEGORIZED BY WIDTH)
iii. WATERLINE (LINEAR FEET)
iv. SANITARY SEWER (LINEAR FEET)
v. NEWLY DEDICATED RIGHT-OF-WAY (SQUARE FEET)
d. UNIT PRICE CONSTRUCTION COSTS FOR REVIEW AND APPROVAL AND A SINGLE 2 YEAR MAINTENANCE BONDS IN THE AMOUNT OF 25% OF THE PUBLIC INFRASTRUCTURE.
e. CERTIFICATION THAT THE STREETS, SIDEWALK, STORM SEWER, WATER, FIRE LINE, AND SEWER LINES, ETC., WERE INSTALLED PER APPROVED PLANS AND CITY OF FAYETTEVILLE
REQUIREMENTS; PROVIDE ALL INSPECTION REPORTS; APPROVED SUBMITTALS; DATA FORMS FROM UTILITY SPECIFICATIONS (INCLUDING CONSULTANTS SEWER TV
REPORT); COMPACTION TEST RESULTS, ETC...
f. CERTIFICATION THAT THE DESIGNED RETAINING WALLS WERE INSTALLED PER APPROVED PLANS AND CITY OF FAYETTEVILLE REQUIREMENTS (INSPECTION AND TESTING REPORTS
REQUIRED);
g. CROSS SECTIONS, VOLUME CALCULATIONS, AND CERTIFICATION RETENTION/DETENTION PONDS ARE IN ACCORDANCE WITH THE APPROVED DRAINAGE REPORT.
h. SURVEYOR'S CERTIFICATION OF COMPLIANCE FOR MONUMENTS AND PROPERTY PINS.
i. THE AS- BUILT FINAL DRAINAGE REPORT IN PDF FORMAT UPDATED PER AS -BUILT INVERT, SLOPE, INLET OPENING, ROAD PROFILE, CROSS SLOPE, ETC...
com m u n ity.hx/.ripsign
TOWN PLANNING.URBAN ENGINEERING
0011
AR SAS'
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No. 12046
R I A 14_�
BRIAN TEAGUE 11/18/22
,`,,,,\ 1111 I11,,,�,',
OF AUT
A~' ;`-COMMUNITY'% `may
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# 1504
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REVISION 0
Date
Date
Date
Date
Date
Date
11TH ST. CLUSTER
HOUSING DEVELOPMENT
GRADING PERMIT
DRAWINGS
FAYETTEVILLE,
WASHINGTON COUNTY,
ARKANSAS
CITY PLAT PAGE 563
ISSUED FOR
CONSTRUCTION
ENGINEER: BT
DRAWN BY: AH
DATE: 10/12/22
SCALE:
1 "=2U (22"X34")
0 20 40
SCALE IN FEET
COVER SHEET
SHEET 1
EXISTING 40' R/W
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PROPERTY LOCATION/ADDRESS
PARCEL #765-03341-000):
FAYETTEVILLE, ARKANSAS
OWNER INFORMATION
LAWRENCE FINN
11TH STREET COTTAGES LLC
170 E SOUTH STREET
FAYETTEVILLE, AR 72701
REPRESENTATIVE INFORMATION
BRIAN TEAGUE
COMMUNITY BY DESIGN LLC
100 WEST CENTER STREET SUITE 300
FAYETTEVILLE, AR 72701
479-790-6775
BOUNDARY DESCRIPTIONS
SURVEY DESCRIPTION (PARCEL #765-03341-000):
LOTS 8, 9 & 10, BLOCK 2, BURL DODD ADDITION TO THE CITY OF
FAYETTEVILLE, ARKANSAS, AS SHOWN ON PLAT OF RECORD IN PLAT
BOOK 4, AT PAGE 219, PLAT RECORDS OF WASHINGTON COUNTY,
ARKANSAS. SUBJECT TO ALL EASEMENTS AND
RIGHTS -OF -WAY OF RECORD
EXISTING HOUSE
1090 S WASHINGTON AVE
765-03337-000
RI-U ZONING
XISTING EDGE OF
PAVEMENT
765-03338-000
NC ZONING
EXISTING HOUSE
1134 S WASHINGTON AVE
NC ZONING
CONTRACTOR TO MILL AND OVERLAY
SOUTH SIDE OF STREET PER CITY
SPECIFICATIONS
1 TH STREET
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765-05699-000
EXISTING 20' R/W ,
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SIDEWALK PER CITY DETAIL SW1
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MINIMUM 250 S.F
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ACCOMMODATE SIDEWALK IMPROVEMENT _ _
MINIMUM 250 S.F PRIVATE / 1ii a I
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OPEN SPACE ( TYPICAL)
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CONTRACTOR TO MAINTAIN OR IMPROVE EXISTING
GRAVEL DRIVEWAY
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HOUSE 1 PER BLDG.
PERMIT DRAWINGS
10' EXISTING R/W
251 11TH ST.
DOG WALK WITH MOVABLE
— — — —
15'
FURNITURE
20' PROPOSED PRIVATE ACCESS AND UTILITY
56'
—
EASEMENT BENEFIT PROPERTY OWNERS OF THIS I--
DEVELOPMENT, AEP, ATT, AND BHE.
5.2'
GATHERING SPACE, WATER
FEATURE OR FIRE PIT
BR
CONTRACTOR TO INSTALL 3PATH -
CRUSHED GRAVEL OR CONCRETE (TYPICAL)
EXISTING SETBACK -
TYPICAL
HOUSE 3 PER BLDG.
PERMIT DRAWINGS
51
25511TH ST.
EXISTING PROPERTY LINE
-SUBJECT PROPERTY
56'
COMMON OPEN SPACE
2,341 S.F.
BR
-------------
EXISTING PROPERTY LINE
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HOUSE 4 PER BLDG.
N
PERMIT DRAWINGS
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25911TH ST.
5'
ARKANSAS NATIVE GARDEN 1
WITH MOVABLE FURNITURE
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PROPOSED PROPERTY
765-03339-000 LINE - TYPICAL
EXISTING HOUSE NC ZONING
1150 S WASHINGTON AVE MINIMUM 250 S.F PRIVATE
OPEN SPACE ( TYPICAL)
RBR = PROPOSED BIKE
ACK LOCATION
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5' BLDG SETBACK
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PROPOSED BUILDING FOOTPRINTS
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ZONING, SETBACKS, MASTER STREET PLAN GENERAL NOTES
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HOUSE 8 PER BLDG.
PERMIT DRAWINGS
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765-03340-000
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NC ZONING
PARKING SUMMARY
PROPERTY ZONED:
PROPOSED AREA WITH IMPERVIOUS SURFACE IS 8,960 SQUARE FEET OR
RESIDENTIAL INTERMEDIATE URBAN (RIU)
37% OF PROPERTY AREA
MINIMUM BUILDING STREET FRONTAGE REQUIRED = 50 %
PROVIDED BUILDING STREET FRONTAGE = 50%
ALL GROUND AND WALL MOUNTED UTILITY EQUIPMENT IS TO BE SCREENED IF
VISIBLE FROM PUBLIC STREET
BUILDING SETBACKS:
FRONT SETBACK; 0'-25' BUILD TO ZONE
COMMON AREA IN THE CENTER OF THE DEVELOPMENT SHALL REMAIN
SIDE SETBACK: 5' FOR SINGLE AND TWO-FAMILY
UNOBSTRUCTED FROM FENCING, TEMPORARY OR PERMANENT, TO ALLOW
SIDE SETBACK: O' FOR THREE OR MORE
ACCESS TO THE RESIDENCES AT THE REAR OR SOUTH SIDE OF THE
REAR SETBACK: 5'
DEVELOPMENT.
ADJACENT PROPERTY OWNER
FLOOD CERTIFICATION
765-03337-000 STONE STREET RENTALS LLC
FLOOD CERTIFICATION:
MENDEZ, GUSTAVO JR PO BOX 4662
NO PORTION OF THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE "A" OR
1902 S 17TH ST FAYETTEVILLE, AR 72702
"AE" AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM
ROGERS, AR 72758
FLOOD INSURANCE RATE MAP FOR WASHINGTON COUNTY, ARKANSAS.
765-15141-000
(FIRM PANEL #05143CO220F. DATED 05/ 16/ 08)
765-03338-000 HOUSING AUTHORITY OF CITY OF
JAMES, MICHELE L FAYETTEVILLE
2688 E HYLAND PARK RD 1 N SCHOOL AVE
ONSITE SOIL TYPES
FAYETTEVILLE, AR 72701 FAYETTEVILLE, AR 72701-5110
LFC2, LINKER LOAM, 3 TO 8 PERCENT SLOPES, ERODED
765-03339-000 765-15118-000
SFB, SAVANNAH FINE SANDY LOAM, 1 TO 3 PERCENT SLOPES, ERODED
WAGNER, DANIEL M & MELISSA A HOMES AT WILLOW BEND LLC
1150 S WASHINGTON AVE 245 NORTH CHURCH ST
FAYETTEVILLE, AR 72701 FAYETTEVILLE, AR 7270
765-05699-000
HORNBACK, JO ANNE REVOCABLE TRUST
1090 S WASHINGTON AVE
FAYETTEVILLE, AR 72701-6659
765-03340-000
765-15118-000
RSF-18
25' EXISTING
UTILITY EASEMENT
MAINTAIN 6' SIDEWALK SIDTH WITH 1.5' APPROACH
MEASURED FROM FRONT OF ASSUMED CURB
CONTRACTOR TO INSTALL CONCRETE DRIVE PER
— TYPICAL SECTION WITH APRON PER DETAIL
"SIDEWALK AT TOP OF CURB"
_ CONTRACTOR TO INSTALLI6' CONCRETE DRIVE
PER TYPICAL SECTION
>= EXISTING FENCE — — —
TO BE RELOCATED
TO THE EAST SIDE z
OF THE ALLEY z LU
w
_ EXISTING FENCE x CID
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TO REMAIN Ln
L 10' PROPOSED PRIVATE ACCESS AND UTILITY EASEMENT BENEI
PROPERTY OWNERS OF THIS DEVELOPMENT, AEP, ATT, AND BH
CONTRACTOR TO INSTALL
PERMEABLE PAVING PER TYPICA
SECTION 2,252 SQUARE FEET
EXISTING PARCEL.
765-03341-000
0.56 ACRES
ZONED RIU
PROPOSED 3GREEN
SPACE (TYPICAL)
I
CONTRACTOR TO INSTALL FLUSH
CURB PER DETAIL BETWEEN
PERMEABLE PAVING AND GRAVEL
FOR DEMARCATION
iCONTRACTOR TO INSTALL GRAVE
LDRIVE PER TYPICAL SECTION
T— MAINTENANCE OF THE PROPOOSED GRAVEL
ALLEY SERVING THIS DEVELOPMENT WILL BE
THE RESPONSIBILITY OF THE PROPERTY
OWNERS OF THIS DEVELOPMENT. THE CITY
WILL NOT MAINTAIN THE GRAVEL ALLEY,
CONTRACTOR TO INSTALL
LWHEEL STOP (TYP.)
765-15141-000
DG ZONING
I
MINIMUM 250 S.F PRIVATE
OPEN SPACE ( TYPICAL)
CONTRACTOR TO INSTALL
HOUSE 9 PER BLDG. I CURB
PERMIT DRAWINGS I
_ 27111 TH ST.
I I
I o I
I I
— I I
24
BR
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345' BLDG SETBACK
----19,
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CONTRACTOR TO INSTALL BIO-RETENTION
AREA (725 SF) PER TYPICA SECTION
INSTALL S CONTRACTOR TO ACKED
LIMESTONE NOT TO EXCEED 24 INCHES IN
HEIGHT - TOP ELEVATION=11246.50
Number of Dwelling
Units
Number of Bedrooms
Parking Requirement
Parking Required /
Provided
HOUSE 1
1
2
1 per bedroom
2
HOUSE 2
1
2
1 per bedroom
2
HOUSE 3
1
1
1 per bedroom
1
HOUSE 4
1
1
1 per bedroom
1
HOUSE 5
1
2
1 per bedroom
2
HOUSE 6
1
2
1 per bedroom
2
HOUSE 7
1 1
1
2
1 1 per bedroom
2
HOUSE 8
1
2
1 per bedroom
2
HOUSE 9
1
1
1 per bedroom
1
Total Parking Required
15
10%REDUCTION/ SUBSTITUTION OF BIKE RACKS FOR VEHICULAR PARKING
0.0
10%reduction/substitution of scooter parking forvehicular parking
0.0
15% reduction due to transit stop location within 1/4 mile
2.3
Total Parking Required After Reductions
12.8
Off-street parking provided
1
On -street parking 11TH
12
Total Parking Provided
13
Scooter Parking Required
0
Scooter Parking Provided
0
Bike Racks Required
9
Bike Racks Provided at Each House
9
COMMON OPEN SPACE SUMMARY
Number of Dwelling
Units
Square Footage Per
House
Open Space
Requirement (Square
Feet)
Open Space Required /
Provided (Square Feet)
Houses 1-9
9
less than 1500 sf
250 Per House
-
Total Open Space Required
2250
Total Open Space Provided
2341
LAND USE SUMMARY
Use
Number of
Bedrooms
Gross Floor Area (square
feet)
Number of
Residential
Units
Site Area (acres)
HOUSE 1
Single -Family
2
LESS THAN 2500 SF
1
-
HOUSE 2
Single -Family
2
LESS THAN 2500 SF
1
-
HOUSE 3
Single -Family
1
LESS THAN 2500 SF
1
-
HOUSE 4
Single -Family
1
LESS THAN 2500 SF
1
-
HOUSE 5
Single -Family
2
LESS THAN 2500 SF
1
-
HOUSE 6
Single -Family
2
LESS THAN 2500 SF
1
-
HOUSE 7
Single -Family
2
LESS THAN 2500 SF
1
-
HOUSE 8
Sinqle-FamilV
2
LESS THAN 2500 SF
1
-
HOUSE 9
Single -Family
1
LESS THAN 2500 SF
1
-
Totals
-
15
0
9
0.56
Dwelling Units Per Acre = 16.07
STREET TABLE
Sidewalk
Street Width
Width in R/W -
Traffic
On -Street
R/W
BOC-BOC
Both Sides
Flow
Parking
Ownership
11th - Fire Access
35
1 21
6'
two - way
none
I Public
VARIANCE 20-7072 WAS APPROVED BY PLANNING COMMISSION ON APRIL 27, 2020 FOR
USE OF ALTERNATIVE STREET SECTION
com m u n ity.hx/.ripsign
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MUNIIIIIIII
Sol=#
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Ir 4�0 ffi vo==NWIL
TOWN PLANNING.URBAN ENGINEERING
,AR _SAS
RE E ED
PROS N
� N No. 12046 V-01
BRIAN TEAGUE 11/18/22
�~ ;COMMUNIT'N ry'
w _ BY DESIGN, _ ,- =
z L.L.C. z -
# 1504
S
'1,n 11 r n►►0",
REVISION 0
Date
Date
Date
Date
Date
Date
11TH ST. CLUSTER
HOUSING DEVELOPMENT
GRADING PERMIT
DRAWINGS
FAYETTEVILLE,
WASHINGTON COUNTY,
ARKANSAS
CITY PLAT PAGE 563
ISSUED FOR
CONSTRUCTION
ENGINEER: BT
DRAWN BY: AH
DATE: 10/12/22
SCALE:
1"=20' (22"X34")
0 20 40
SCALE IN FEET
SITE PLAN
SHEET 2
CONTRACTOR TO INSTALL 238' OF I EXISTING 40' R/W
8" C900 DR14 PVC WATER MAIN
PER CITY DETAIL W2 ONTRACTOR TO MILL AND OVERLAY SOUTH
SIDE OF STREET PER CITY SPECIFICATIONS
EXISTING HOUSE IF DAMAGE TO NORTH SIDE OF STREET
EXISTING 18" ELLIPTICAL 1090 S WASHINGTON AVE OCCURS, IT WILL BE EVALUATED AND IG
FLARED END SECTION I ADDITIONAL MILL / OVERLAY MAY BE
INVERT = 1250.38 REQUIRED
EXISTING 18" ELLIPTICAL
CONCRETE PIPE
EXISTING 6" CIP WATER
MAIN
0
1n
00
0
CONTRACTOR TO TAP 6" CIP s o
MAIN AND INSTALL 6" VALVE
AND 6"X8" REDUCER FITTING E�
WITH STREET REPAIR PER o
CITY DETAILS W2, W5, W14. CO 00
I
W
0
a n o
I
EXISTING 18" ELLIPTICAL FLARE
END SECTION 00
INVERT = 1249.08 765-03337-000
1 C I RI-U ZONING
EXISTING STREET LIGHT
I a 3 0
EXISTING WATER METER a
XISTING EDGE OF
EXISTING OVERHEAD-` PAVEMENT
UTILITY LINE a Q to °
EXISTING 8" SANITARY-/ Q T -
SEWER MAIN CD
0
z
= 765-03338-000
NC ZONING
Q
EXISTING HOUSE
1134 S WASHINGTON AVE
EXISTING 4U R/W
EXISTING
STREET
LIGHT
i
EXISTING 20' R/W
CONTRACTOR TO INSTALL
818"XT TEE WITH 2" GATE
VALVE NC ZONING
CONTRACTOR TO INSTALLI6 LINEAR FEET OF
2" SDR 13.5 PVC WATER MAIN
CONTRACTOR TO INSTALL METER ARRAY PER
CITY DETAIL W35
CD
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10' EXISTING R/W -
EXISTING BIO-RETENTION AREA
IF DISTURBED DURING CONSTRUCTION,
BIORETENTION POND MUST BE REPLACED PER
CONTRACTOR TO INTALL4
CLEANOUT PER CITY DETAIL S16
AND PER PLUMBING CODE AND
AT ALL BENDS OR TEES
(TYPICAL)
10' EXISTING R/W
I
EXISTING HOUSE 765-03339-000
1150 S WASHINGTON AVE NC ZONING CONTRACTOR TO INTALL CLEANOUT PER CITY
DETAIL S16 AND PER PLUMBING CODE AND AT
ALL BENDS OR TEES (TYPICAL)
WATER MAIN PROFILE
HOUSE 1 PER BLDG.
PERMIT DRAWINGS
25111 TH ST. - -
ONTRACTOR TO INSTALL CAP, PLUG, AND
VALVE PER CITY DETAILS W5 AND W19
TOTAL ACREAGE
LOTS 8-10 BLOCK 2
PARCEL #765-03341-000
o.S-6-AC_RZ& +/=
11TH STREET
�a o
39. 4 a
I
HOUSE 2
PER BLDG. PERMIT
DRAWINGS
tLj28711TH
I F
CITY OF FAYETTEVILLE STANDARD UTILITY NOTES
WATER
0 IT IS THE NEW POLICY OF THE CITY OF FAYETTEVILLE WATER & SEWER DIVISION THAT ALL STREET
REPAIRS DUE TO WATER/SEWER TAPS WILL BE MADE BY THE CONTRACTOR. THE REPAIR SHALL BE IN
765-15118-000 ACCORDANCE WITH THE CITY'S STANDARD T-PATCH DETAIL AND SHALL OCCUR WITHIN 14 CALENDAR
RSF-18 DAYS OF THE COMPLETION OF THE WATER/SEWER TAP. WATER/SEWER TAP CONNECTION FEES AS
PUBLISHED WILL NOT CHANGE, HOWEVER, THE CITY WILL NOT CHARGE FOR A "STREET REPAIR" UNDER
EXISTING 20' R/W THIS NEW POLICY.
0 2017 STANDARD WATER SPECIFICATIONS & DETAILS APPLY. (DOCUMENT AVAILABLE AT
WWW.ACCESSFAYET-FEVILLE.ORG/GOVERNMENT/ENGINEERING )
0 PRIOR TO OBTAINING A TEMPORARY WATER METER FOR TESTING OR SERVICE OFF OF A CONTRACTOR
INSTALLED NEW MAIN, THE FOLLOWING ITEMS MUST BE PERFORMED OR PROVIDED TO THE SATISFACTION OF THE
ENGINEERING DEPARTMENT:
THERE ARE NO OUTSTANDING ISSUES WITH SITE REQUIREMENTS OR OUTSTANDING EROSION
/ CONTROL VIOLATIONS.
THE WATER MAIN MUST BE INSTALLED AND A FINAL INSPECTION PERFORMED BY THE PUBLIC
WORKS INSPECTOR, WATER DEPARTMENT, AND DESIGN ENGINEER AND THE ITEMS ON THE
/ FINAL PUNCH LIST COMPLETED.
• - - - - - - - - - - - - - - - THE STRUCTURE MUST BE CONNECTED TO PUBLIC SANITARY SEWER, IF A NEW MAIN, THE
SANITARY SEWER MAIN MUST BE INSTALLED AND A FINAL INSPECTION PERFORMED BY THE
PUBLIC WORKS INSPECTOR, AND DESIGN ENGINEER AND THE ITEMS ON THE FINAL PUNCH LIST
COMPLETED
ZD z
ONE (1) SET OF AS -BUILT DRAWINGS OF THE INSTALLED UTILITIES AS A HARD COPY AND IN PDF
a a a
I AEP TO INSTALL SECONDARY z
FORMAT;
'
w
PEDESTAL (TYPICAL) x ¢
• IF THE ENTIRE PROJECT IS NOT READY FOR ACCEPTANCE, PROVIDE A UNIT PRICE
a
A
w
W
CONSTRUCTION COSTS AND A MAINTENANCE BOND IN THE AMOUNT OF 100% OF THE PUBLIC
i
a
°
I
v co
UTILITY IMPROVEMENTS (WATER AND SEWER) TO THE CITY. THIS BOND WILL BE REPLACED
d
1
`NJ
WITH THE "PROJECT" BOND WHEN THE PROJECT IS COMPLETE AND ACCEPTED. (SEE BELOW)
e
1
r _ _ _ _ _
CERTIFICATION THAT THE WATER MAIN, FIRE LINE, AND SEWER LINES, ETC., WERE INSTALLED
°
1 10' PROPOSED PRIVATE UTILITY EASEMENT
BENEFIT
PER APPROVED PLANS AND CITY OF FAYETTEVILLE REQUIREMENTS.
'
°
°
1
_______I
PROPERTY OWNERS OF THIS
• THE PROJECT IS READY FOR TEMPORARY CERTIFICATE OF OCCUPANCY (TCO). IF NOT, THE
A
I DEVELOPMENT, AEP, AND ATT.
METER WILL BE INSTALLED TO ALLOW FOR TESTING ONLY AND TURNED OFF UNTIL THE TCO IS
1
ISSUED.
1
1
0 SERVICE TAPS ON EXISTING MAINS SHALL BE MADE BY THE CITY, AND FEES PAID BY OWNER.
0 IN GENERAL, THE WATER VALVES, MANHOLES, AND FIRE HYDRANTS SHOULD BE PLACED TO AVOID
-
I
EXISTING PARCEL.
I
BEING LOCATED WITHIN THE FUTURE SIDEWALK.
765-03341-000
0 EASEMENTS ARE REQUIRED A MINIMUM OF 10 FEET FROM EACH SIDE OF WATER AND SEWER LINES. IF
U�GE2
v
UGE2
E2
0.56 ACRES
THE DEPTH IS GREATER THAN 1 O' FEET THE EASEMENT WILL NEED TO INCREASE PROPORTIONAL TO THE DEPTH OF
GcF2 1 ZONED RIU
THE PROPOSED MAIN.
i I
HOUSE 5
PER BLDG.
PERMIT
DRAWINGS
HOUSE 3 PER BLDG.
27911 TH ST
PERMIT DRAWINGS
20' PROPOSED PRIVATE UTILITY
25511TH ST.-
AND ACCESS EASEMENT BENEFIT
I
I ® ❑0
PROPERTY OWNERS OF THIS
0
DEVELOPMENT, AEP, ATT
'
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IV)
I
I�I
'
HOUSE 6
I
b
W
PER BLDG.
1'
HOUSE 4 PER BLDG.
1
PERMIT
PERMIT DRAWINGS
N
DRAWINGS
a
1
25911TH ST.
Iss- I (1)
27511TH ST.
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-
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1
HOUSE 9 PER BLDG.
1
PERMIT DRAWINGS
271 11TH ST.
HOUSE 7 PER BLDG.
I 8 PER BLDG.
-
PERMIT DRAWINGS
DRAWINGS
163HOUSE
2PERMIT
631 TH ST.
e
I 26711 TH ST.
I
............................................................................................
......
I
EXISTING 20' R/W (1
�...�.....�..�
- -
_
1 \
N 87°24'41''W�140.38'
10' PROPOSED PRIVATE UTILITY
AND ACCESS EASEMENT BENEFIT
PROPERTY OWNERS OF THIS
EXISTING TELEPHONE PEDESTAL
DEVELOPMENT, AEP, ATT
1260
I
-
6 WATER TAP
STA:0+00.02
ELEV:1248.85
1256
_
I
6" WATER VALVE 18" ELLIPTICAL RCP
STA:0+48.84
TRENCH BACKFILL
PER CITY DETAIL
W2
EXISTING GRADE
WATER SERVICE
�
CAP & PLUG
VERTICAL BEND
ELEV:1248.83
STA:0+13.60
1
I STA:2+28.84-
ELEV:1248.54
ELEV 1249.00
I
1252248.07�
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1248
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6"X8"REDUCER
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STA:0+01.84
ELEV:1248.52
ELEVA 245.14
PROPOSED 8"'C900
DR14 PVC WATER MAIN
12_
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0+40
0+80
1 +20
1 +60
2+00
HORIZ SCALE 1"=2Y
VERT. SCALE 1 "=4'
EXISTING 8" SANITARY SEWER
I
0 WATER AND SEWER MAINS SHALL BE CONSTRUCTED AT A MINIMUM DEPTH OF 36" AS MEASURED FROM
I
I
THE TOP OF CURB OR FROM THE PROPOSED GROUND ELEVATION, WHICHEVER RESULTS IN THE LOWEST RELATIVE
ELEVATION.
0
1
0 ALL METER BANK AND YARD LINE LOCATIONS FOR MULTI -FAMILY SYSTEMS MUST BE APPROVED BY DON
D
I
OSBURN OF THE CITY OF FAYETTEVILLE METER OPERATIONS DIVISION. (575-8384). SHOW YARD LINES ON
CONTRACTOR TO INSTALL
DRAWINGS.
1
I UNDERGROUND ELECTRIC
0 ALL METER LOCATIONS AND BACKFLOW PREVENTION FOR THE FIRE SPRINKLER SYSTEMS MUST BE
AND COMMUNICATIONS
APPROVED BY DON OSBURN OF THE CITY OF FAYETTEVILLE METER OPERATIONS DIVISION. (575-8384) - FIRE
0
25EXISTING
SPRINKLER CONTRACTOR IS REQUIRED TO SUBMIT SITE PLANS TO ENGINEERING FOR REVIEW AND BACK FLOW TO
UTILITY EASEMENT
I CONDUIT -TYPICAL
METER OPERATIONS FOR REVIEW BEFORE SUBMITTAL TO HEALTH DEPARTMENT.
I
0 PLANS FOR THE FIRE LINE MUST BE SUBMITTED TO ENGINEERING AND THE HEALTH DEPARTMENT FOR
=
REVIEW AND APPROVAL. (AS-BUILTS ARE REQUIRED)
AEP TO INSTALL TRANSFORMER
o
1
I
SEWER
1
1
XISTING TELEPHONE PEDESTAL
0 IT IS THE NEW POLICY OF THE CITY OF FAYETTEVILLE WATER & SEWER DIVISION THAT ALL STREET
1 I
REPAIRS DUE TO WATER/SEWER TAPS WILL BE MADE BY THE CONTRACTOR. THE REPAIR SHALL BE IN
EXISTING 20'
XISTING FENCE (TYP)
ACCORDANCE WITH THE CITY'S STANDARD T-PATCH DETAIL AND SHALL OCCUR WITHIN 14 CALENDAR
RIGHT OF WAY
1
T
DAYS OF THE COMPLETION OF THE WATER/SEWER TAP. WATER/SEWER TAP CONNECTION FEES AS
PUBLISHED WILL NOT CHANGE, HOWEVER, THE CITY WILL NOT CHARGE FOR A "STREET REPAIR" UNDER
I
THIS NEW POLICY.
1
ONTRACTOR TO INSTALL LINE'C' 8" SDR-26 PVC
0 2017 STANDARD SANITARY SEWER SPECIFICATIONS & DETAILS APPLY. (DOCUMENT AVAILABLE AT
I SANITARY SEWER MAIN PER CITY DETAIL S1 AND S3
WWW.ACCESSFAYET-FEVILLE.ORG/GOVERNMENT/ENGINEERING )
�
WHERE UNDER PAVEMENT, SEE PROFILE
I
765-15141-000
DIG ZONING
MH-02
-
CONTRACTOR TO INSTALL SANITA
Y
SEWER MANHOLE #2 PER CITY DE
AIL S4.
H-03
CONTRACTOR TO INSTALL SANITARY SEWER
MANHOLE #3 PER CITY DETAIL S4 - FOR
DEMARCATION
I
ET
N
I I
ONTRACTOR TO INSTALL LINE'B' 8" SDR-26 PVC
SANITARY SEWER MAIN PER CITY DETAIL S1, SEE
I
I PROFILE
I
XISTING ELECTRIC PEDESTAL
XISTING ELECTRIC TRANSFORMER
1 25' EXISTING UTILITY
�E EASEMENT
I
I EX. MH B
CONTRACTOR TO CORE EXISW
SANITARY SEWER MANHOLE
PER CITY DETAIL S10 -z
w
I Zw
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- 6"SS 'r'
N J
PROPOSED PUBLIC WATER AND SEWER
QUANTITIES
WIDTH IN INCHES
LINEAR FEET
SANITARY SEWER
8"
81.55'
SANITARY SEWER
6"
31.6'
WATER
8"
238'
1<
1248
1244
1240
1236
12_
SANITARY SEWER MAIN PROFILE
I
I
I I
STA:1 +14.02
MH-03
RIM:1246.67
STA:0+00.87
I
INV OUTA 241.77 8" PVC
- EX. MH B
STA:0+82.42-
DROP MH PER CITY
MH-02
DETAIL S10
RIMA 244.53
RIM:1243.07
INV IN:1240.32 8" PVC W-
INV 1235.34 (6") E
INV OUT:1240.12 8" PVC S....
.
INV IN:1239.07 8" PVC N
�
_
l
7SDR72I@
31.69 of 4.59%
STA: 0+94.02 TO -
1+14.02 - BACKFILL
PER S3 DETAIL THIS
SET OF PLANS
WHERE UNDER
PAVEMENT
�
O
�
W
O
O
N
N
N
N
0+40 0+80
HORIZ SCALE 1"=2Y
VERT. SCALE 1 "=4'
community.by■desir1r%
we 4re
: 6 E E. i M
' ■ a . ul Sol
TOWN PLANNING.URBAN ENGINEERING
#, AR NKA SAS No,
ED \�
PRO S N
1
No. 12046
+e R ii%
BRIAN TEAGUE 11/18/22
OF
•`%'COMMUNITY',y '
w = BY DESIGN,
L.L.C. E 0 =
# 1504
�4��;
�S4 S E '�
REVISION 0
Date
Date
Date
Date
Date
Date
11TH ST. CLUSTER
HOUSING DEVELOPMENT
GRADING PERMIT
DRAWINGS
FAYETTEVILLE,
WASHINGTON COUNTY,
ARKANSAS
CITY PLAT PAGE 563
ISSUED FOR
CONSTRUCTION
ENGINEER: BT
DRAWN BY: AH
DATE: 10/12/22
SCALE:
1"=20' (22"X34")
0 20 40
SCALE IN FEET
UTILITY PLAN
SHEET 3
Fayetteville Monthly Report for February 2023
Table of Contents
1. Executive Summary....................................................................................................................................2
1.1 Fayetteville Team......................................................................................................................................................
2
1.2 Special Projects..........................................................................................................................................................
2
1.3 Compliance..................................................................................................................................................................
3
1.4 Financials......................................................................................................................................................................3
Table 1-1: Forecasted Year -To -Date Budget...............................................................................................................4
2. Plant Operations.........................................................................................................................................5
2.1 Process Control...........................................................................................................................................................
5
3. Laboratory....................................................................................................................................................6
3.1 Noland and West Side Analysis............................................................................................................................6
4. Biosolids Management Site.....................................................................................................................7
4.1 Biosolids Operations.................................................................................................................................................
7
4.2 Water Treatment Residuals....................................................................................................................................
7
4.3 Maintenance................................................................................................................................................................7
4.4 Dryer Installation Project........................................................................................................................................
7
4.5 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...............................................................................................................................................................
10
5.4 Key Performance Indicators/Measures..........................................................................................................
11
Figure 5-1: Labor Hours by Work Order Type............................................................................................................
11
Figure5-2: Work Order Count by Type.........................................................................................................................
12
5.5 Capital Improvement Projects(CIP)................................................................................................................
12
6. Industrial Pretreatment.........................................................................................................................13
Table 6-1: Revenue generated from the Industrial Pretreatment Program (IPP)....................................
13
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 .......................................
14
7. Woolsey Wet Prairie................................................................................................................................15
2023 Woolsey Wet Prairie Prescribed Burn by OERI and Eco, Inc contractors ..............................................
15
8. Sustainability, Stewardship & Community Involvement...............................................................16
9. Health & Safety........................................................................................................................................17
Appendix A: Noland Effluent & Influent Report............................................................................................18
Appendix B: West Side Effluent & Influent Report........................................................................................19
Appendix C: Jacobs Employee Vacancy and Project Status Report..........................................................20
Jacobs - Fayetteville
Fayetteville Monthly Report for February 2023
1. Executive Summary
1.1 Fayetteville Team
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 Projects. During the month, there were three open positions. The
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 C.
1.2 Special Projects
1.2.1 Dryer Installation Project
The Dryer Installation Project includes repurposing auxiliary equipment from the old Fenix Fenton
Drum Dryer and modifications of Solar House F for the installation of the new Griffin Residuals Belt
Dryer. We entered into the Dryer Installation Project Phase I Agreement on October 13, 2022. The
Phase I Dryer Installation Agreement detailed the joint work effort with the City to complete two (2)
work components within the current OM Contract and at no additional compensation.
The Dryer Installation Project Phase II Agreement was authorized on December 13, 2022. and Phase II
details the remaining twenty (20) work components. The Agreements identified labor resources would
be provided from onsite and regional support staff to assist the City and the City vendors with
modifications to Solar House F and the auxiliary components to install of the Griffin Dryer.
The site team conducts internal bi-weekly meetings to document and provide project status updates.
To assist with project coordination, the site team participate in weekly meetings with the City and the
City's Vendor.
The team documented the project status during the month of February and provided 413 labor hours
to the dryer installation project. Additional details for the dryer installation project are provided in
Section 4.4 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 this was 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 staff
completed the additional sampling request during December and the report was finalized and
submitted to Garver on February 17, 2023.
On February 17, Garver hosted the Historical Data TM Workshop. Following the meeting additional site
information was requested along with a request to drain the decommissioned digesters.
During February, the team provided information and correspondence to Garver, approximately 17
Labor hours were documented this month.
Fayetteville Monthly Report for February 2023
1.3 Compliance
1.3.1 Noland
The Noland facility met all discharge permit parameter limits throughout February and there was one
unauthorized discharge reported and no sanitary sewer overflow reported at the lift stations.
1.3.1.1 Unauthorized Discharge
On February 8, the Noland facility reported an unpermitted discharge which pertained to belt -
filter press process water. Following a period of extended rainfall, and subsequent elevated
process flow, remnant process solids were discovered on the facility grounds, immediately around
two process -connected yard drains Thursday morning February 9th.
The overflow from the yard drains was very brief (18 minute). The yard drains are known to back-
up and cause process water to puddle if the influent pump station's wet -well becomes sufficiently
high.
In this incident, the SCADA wet -well level trends never indicated the wet -well reached the critical
a "High -High" level that would; 1.) callfor operation of all influent pumps 2.) trigger SCADA alarms
and/or 3.) Cause the yard -drain overflows.
The SCADA staff have ensured that transducer levels are set correctly, and transducers are
operating correctly. The operations have also adjusted influent pump control set points to ensure
the influent wet -well elevation maintains sufficiently low elevations to prevent yard -drain
overflows.
Most of the released process water flowed back into yard drains, as influent pumps sufficiently
Lowered wet well levels, and no more than 100 gallons of process water is estimated as lost to
ground infiltration. Additionally, remnant solids have been clean-up and lime applied to affected
area(s).
The release of process water is limited to facility grounds only and has not reached any receiving
waters. There were no adverse environmental impacts observed and none are expected.
1.3.2 West Side
The West Side 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.
1.4 Financials
The month ended with a positive financial variance. The labor and non -labor expenses were slightly under
budget. The labor budget underage reflects the staff vacancies.
The Budget Performance Table 1-1 (below), February (year-to-date) projected budget for the year is
favorable by $24,040.
Fayetteville Monthly Report for February 2023
Table 1-1: Forecasted Year -To -Date Budget
Budget Performance
Month
Labor
Dollars
Non -Labor
Dollars
Year -to -Date
Dollars
Jan 2023
-55,114
51,915
-$4,199
Feb 2023
-$18,218
45,822
424,040
Mar 2023
Apr 2023
May 2023
Jun 2023
J u 1 2023
Aug 2023
Sep 2023
Oct 2023
Nov 2023
Dec 2023
Minimum
-$18,218
45,822
-$24,040
Maximum
1 45,114
$1,915
-$4,199
Fayetteville Monthly Report for February 2023
2. Plant Operations
The Noland and West Side effluent quality and influent loadings data is summarized in a report table and
provided in Appendix A and B.
During the month, the facilities received a total of 2.81 inches of rain.
2.1 Process Control
2.1.1 Noland
During the month of February, Noland Wastewater Treatment Facility (WWTF) treated a total of 226.3
million gallons and the highest daily flow received during the month was recorded on February 10 at
26.2 million gallons a day (MGD). The average daily influent flow for the month was 8.08 MGD.
The Noland Facility is continuing to see an increase in both flow and biochemical oxygen demand
(BOD) loading.
Biosolids hauling and disposal was halted due to inclement weather at the start of the month. This,
combined with the increased loading, led to an increase in Mean Cell Residence Time (MCRT) and
necessitated an increase in the wasting rate over the last few weeks to maintain a healthy sludge.
As requested by Garver, the out of service digesters on the south side of the Noland facility were drained
for the Garver inspection, pertaining to the Noland Master Plan development.
2.1.2 West Side
During the month of February, the West Side WWTF treated a total of 328.8 million gallons and the
highest flow received during the month was recorded on February 9 at 23.4 million gallons for the day.
The average daily influent flow for the month was 11.7 million gallons a day which exceeds the plant
designed hydraulic loading of 10.0 MGD by 1 17.4%.
All plant processes were monitored and controlled during the month.
Fayetteville Monthly Report for February 2023
3. Laboratory
The Fayetteville Laboratory provides sampling and analysis for process control and regulatory compliance
for both the Noland and West Side WWTF's, and the Biosolids Management Site (BMS), along with the
Industrial Pretreatment Program (IPP).
3.1 Noland and West Side Analysis
The laboratory submitted the semi-annual Performance Evaluation (PE) blind samples from NSI Lab
Solutions, a USEPA approved provider of standardized samples used for evaluating analytical performance.
As a precaution, Jacobs requires all projects that perform DMR reportable tests onsite to participate in at
Least two PE studies per year. Analyses were completed and submitted to NSI and ADEQ for the West Side
and Noland facilities. The graded results will be made available in March.
Whole Effluent Toxicity (WET) samples were collected for the Goose Creek outfall at the West Side facility.
Samples were sent to Cove Environmental in Stillwater, OK for the quarterly analysis. The Goose Creek
sampling passed WET testing for both species; Ceriodaphnia Dubia, water flea, for survival and reproduction
and the Pimepholes promelos, fathead minnow, for growth assessment, showing neither lethal nor sublethal
effects, in the full dilution series outlined in the permit of 100%, 74%, 56%, 42%, 32% and 0%.
Fayetteville Monthly Report for February 2023
4. Biosolids Management Site
4.1 Biosolids Operations
During the month of February, the WWTF's produced 1,985 wet tons of belt -filter -pressed biosolids. Due to
the limited solar house capacity approximately 226 tons were sent directly to the landfill. Solar House F
was removed from service and is now the home for the new dryer.
Approximately 1,759 wet tons were spread into the solar houses and partially dried before disposal at the
Landfill. A total of 1,687 tons of partially dried biosolids were sent to the landfill. This computes to 72 tons
of water removed from the material before disposal. By partially drying biosolids before hauling to the
Landfill, it is estimated that $3,470 was saved in tipping fees.
4.2 Water Treatment Residuals
During February, the water treatment residual (WTR) application was limited due to field saturation
conditions. The site accepted and applied approximately 626 tons of water -treatment residuals for a total
revenue of $20,301 for the City.
4.3 Maintenance
The Spreader Truck, Unit #768, remains out of service as labor resources are occupied with the new dryer
installation. In its absence, asset #5070 (trailer spreader) is being utilized for spreading WTR. The staff is
coordinating with a local machine shop to provide the repairs. The staff has noted the spinner is out of
balance due to wear on the spinner shaft. The machine shop is task with rebuilding the shaft to 1.5" diameter
or to specifications.
4.4 Dryer Installation Project
Fayetteville Monthly Report for February 2023
The fourth and last Griffin dryer equipment truck was delivered on February 3rd and the process of staging
equipment into the dryer room began on February 5th.
The following equipment were staged into position: five drying chambers, exit table and side discharge
auger, blower and burner, control panel, and the cooling tower. The staff began to install conduit and
provide wiring connections between the equipment.
4.5 Revenue
Table 4-1: Revenue generated from the BMS
Product Tons Sold/Received Revenue Generated
Hay 0 $0
Fertilizer 0 $0
Water Treatment Residuals 626 $20,301
Fayetteville Monthly Report for February 2023
5. Maintenance
5.1 West Side
As lights fail throughout the facility, they are replaced with light emitting diode fixtures (LEDs). During a few
of the cold days in February, technicians worked indoors and installed LED lights in the biosolids building.
The LEDs installed are not only brighter and provide a better work environment for personnel, but they also
support our sustainability goals because these lights use less energy and last longer.
Cleaning occurs daily and monthly at each facility. In addition to cleaning, staff also paint as needed when
time allows. Selected bollards, water hydrants, gas lines, and water lines were painted this month. The
painting will continue throughout the year, focusing first on the West Side Facility but will soon transition to
the Noland Facility.
Two anerobic mixers were rebuilt and installed at West Side this month. These mixers are important to the
treatment of wastewater as they mix the waste stream with the microorganisms that treat the wastewater.
The mixing also keeps the material suspended and reduces settling over time. These units are deployed in
a severe environment and are sent out for rebuild as needed.
A small portion of the aluminum sweep arm for Clarifier 4 was repaired due to age and wear. This arm sweeps
scum and floating debris off the top of the water on the clarifiers. The failure was minimum and caused by
age and normal use. The issue was identified early, and a minor repair was made before additional damage
could occur.
5.2 Noland
The Maintenance staff has been focusing on a more detailed evaluation of the failing headworks equipment.
The SBU Tank grit isolation valve would not seal and was replaced during February. The old valve would not
seal and allowed water flow which made it difficult to isolate and complete any grit pump maintenance. The
replacement valve allows the much -needed grit pump rebuild project to proceed.
Fayetteville Monthly Report for February 2023
The non -potable water strainer #102 on the reuse water (W3) line located in the headworks was replaced
this month. This strainer filters the W3 water used to flush the band screens, SBU tank, and grit auger system.
Given the importance of cybersecurity and criticality of keeping the network protected, CyberX was installed
at Noland to monitor the SCADA networks at both facilities. CyberX continuously monitors assets in the
network for vulnerabilities, attackvectors, malware, risk assessment, and more. As CyberX scans the network,
personnel examine reports and notifications then address concerns appropriately. The initial examination
showed a healthy network compared to initial scans at other locations and industries.
5.3 Lift Stations
The new upgraded pump was installed at Lift station 12, Double Springs Road in Farmington. The new
FLYGT N-style impeller pump was installed in position #3 and included a new VFD (Variable Frequency
Drive). The new style of pump provides protection from rag and other debris clogging. The same pump style
was previously installed into position #1 and, since that installation, the call out rate went from 4-5 events
per week down to zero.
Fayetteville Monthly Report for February 2023
5.4 Key Performance Indicators/Measures
Figure 5-1: Labor Hours by Work Order Type
158.00, 0 ❑ 0.00, 0
❑ 577.65, 0
3/ .UV, V
0 El administrative
❑ corrective maintenance emergency
❑ corrective maintenance non
❑ 19.00, 0 emergency
❑ 735.00, 0
corrective maintenance from
pm/pdm
❑ preventive maintenance
project
❑ safety
Fayetteville Monthly Report for February 2023
Figure 5-2: Work Order Count by Type
❑ 0, 0% ❑ 38, 2% ❑ 7, 0%
❑ administrative
❑ corrective maintenance emergency
❑ corrective maintenance non
emergency
corrective maintenance from
pm/pdm
❑ preventive maintenance
project
❑ safety
❑ 148
5.5 Capital Improvement Projects (CIP)
Maintenance continued to work on replacing anoxic mixers on the west side of the Noland aeration basin.
Six mixers were purchased in 2022 as part of an approved capital improvement item. The commissioning
process is expected to begin in mid -March.
The Noland Headworks Equipment Evaluation continued during this month and staff are working on
obtaining quotes and seeking vendor evaluations.
Fayetteville Monthly Report for February 2023
6. Industrial Pretreatment
As outlined in the NPDES permit for the Noland WWTF, the quarterly Industrial Surcharge sample collection
and analysis was completed during February. The quarterly industrial surcharge samples were collected
from Hiland Dairy, ConAgra Brands, and Tyson. The samples were analyzed for pH, total suspended solids,
total phosphorus, and biochemical oxygen demand. The annual samples were collected at Tyson and Hiland
Dairy for Oil and Grease analysis. These were sent to American Interplex Corporation (now Eurofins
Scientific) for analysis. Surcharge fee reports were generated using self -generated industrial data, as well as
data results from the Noland laboratory.
Hiland Dairy has completed installation and calibration of a new effluentflow meter. The installation records
was the last step of completing the compliance schedule.
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
$50,001.69 Surcharges on January data
$1,800.00 Fees from hauled waste accepted in February
$0.00 Other fees paid in February
$0.00 Fines assessed in February
Zero violations for all industrial users Violations on January data
$140,000
$120,000
$100,000
$80,000
$60,000
$40,000
$20,000
Figure 6-1: IPP revenue total from surcharges, fees, and fines
Revenue Generated
Industrial Pretreatment Program
� �e�et �e� � �° �
Oc,e`er
❑ 2022 Monthly Surcharge Fees plus Hauled Waste Fees
0 2023 Monthly Surcharge Fees plus Hauled Waste Fees
Fayetteville Monthly Report for February 2023
40
35
30
25
20
15
10
5
0
Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month
2023
air Q�� �a� ��.� ,��� ��� �,o& o& & &
�e � p
� 2022 APT � 2022 BJ � 2022 CIC 2022 Total
14
Fayetteville Monthly Report for February 2023
7. Woolsey Wet Prairie
On Friday, February 17t", Ozark Ecological Restoration, Inc. (OERI) and Eco, Inc. took advantage of favorable
weather conditions to successfully perform Woolsey's 16th prescribed burn. As illustrated below, fire
containment and abatement efforts leading up to the event minimized fire hazards to interior and
neighboring structures. Every year following the controlled burn, university biology students survey the burn
area to assess reptile and amphibian mortality. This year the students only discovered two reptile
(amphibian) mortality occurrences, which is a low rate. The mid -winter burn date, and cold overnight
temperatures are largely credited for the minimal reptile -amphibian mortality. The survey efforts are a great
example of how university student involvement, research, and collaboration at Woolsey Wet Prairie has
helped improve awareness and effectiveness of management activities for responsible stewardship of
Woolsey's ecological health. The clean -slate landscape will assist with the site's late March vegetation
management efforts and activities will focus on tracking certain high priority invasive species, namely Callery
Pear, non-native blackberries, and highly invasive Reed canary and carpet grasses.
2023 Woolsey Wet Prairie Prescribed Burn by OERI and Eco, Inc contractors
4 .,•A. �,s r.
. r•.a�{Ry r�..!'�.: ':�KJ Vim` Yam.,-�I��
_ �:�j• �7?j:'- : `.ti.'. �A �:'�-1� �' �.'t �j'•y a �.1}.\ _
^�4'
._i ��}�., Ma1 _ !yam`—,ry. • .. .� �P�y} � `,.- ......: _
Fayetteville Monthly Report for February 2023
8. Sustainability, Stewardship & Community Involvement
The staff provided two Group tours for the Beaver Water District staff. The tours were conducted at the
Noland WWTF and the BMS.
The environmental staff hosted a workshop event at the West Side facility in collaboration with the NWA
Master Naturalists group and multiple U of A students. The workshop focus was on the habitat stewardship
for Arkansas native bird species. Following the presentation and lunch, participants assisted staff in clearing
invasive vegetation along Goose Creek riparian bank near the West Side outfall and also mounted a Wood
Duck nesting box to help encourage this beautiful native duck to make a home there.
Fayetteville Monthly Report for February 2023
9. Health & Safety
The Safety Committee was timely in the completion of 100% of their weekly inspections with only one
concern documented. The team will contact the maintenance team to address the ozone building
emergency lights that were not working at the time of the inspection.
The team uses many valuable safety tools to gauge safety performance. One tool that that we use is the
Beyond Zero Observation (BZO) which documents the task someone is performing from a safety
observation. The management team is required to conduct at least one BZO per week. The purpose of the
BZO's is to seek opportunities to praise appropriate activities or address the at -risk behaviors that might
occur while performing a job assignment. BZO documentation allows management to anonymously record
and evaluate trends that can lead to future incidents while also providing valuable direct feedback to the
associate.
Appendix A: Noland Effluent Report
White River Average Daily Effluent Report
Month
Flow
MGD
CBOD
mg/L
CBOD
Load
Lbs
TSS
mg/L
TSS
Load
Lbs
Total P
mg/L
Total P
Load
Lbs
NH3
mg/L
NH3
Load
Lbs
D.O
(min)
mg/L
pH (min)
SU
pH
(max)
SU
Fecal
Coliform
CFU/100
mL
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
Feb 2023
7.466
3.6
222
3.1
197
0.2
11.1
0.1
7.1
13.6
7.4
7.5
617
Jan 2023
6.447
3.8
205
2.6
140
0.1
8.0
0.1
5.0
14.3
7.4
7.6
123
Dec 2022
5.970
4.2
215
<2.7
<140
0.2
8.2
0.1
6.4
11.7
7.4
7.6
221
Nov 2022
4.556
3.4
128
1.5
55
0.1
5.5
0.2
7.0
11.7
7.4
7.6
523
Oct 2022
4.277
4.1
141
<1.4
<50
<0.1
<4.2
0.1
2.9
15.5
7.4
7.6
210
Sep 2022
4.620
3.8
142
<1.7
<63
<0.3
<10.5
0.1
2.3
14.9
7.5
7.7
12,098
Aug 2022
5.261
4.4
192
<1.6
<70
0.3
14.5
0.1
2.7
14.1
7.2
7.6
677
Jul 2022
5.166
2.9
160
<1.5
<79
0.4
19.0
0.1
4.4
11.9
6.9
7.6
3,066
Jun 2022
5.990
5.2
261
3.6
183
0.4
17.9
0.1
5.7
11.4
7.0
7.6
1,006
May 2022
7.847
4.1
287
2.0
136
0.2
12.1
0.1
5.2
10.1
7.1
7.6
507
Apr 2022
8.788
3.6
269
2.1
157
<0.2
<11.4
0.1
9.1
14.8
7.3
7.5
968
Mar 2022
6.105
3.9
192
3.6
178
<0.2
<8.3
0.4
22.9
16.5
7.2
7.5
260
Feb 2022
5.891
4.2
211
3.4
171
0.2
8.2
0.1
3.7
18.5
7.3
7.5
5,231
Average
6.030
3.9
202
1.7
94
0.2
8.0
0.1
6.5
13.8
7.3
7.6
1,962
White River Average Daily Effluent - Minerals Report
Month
TDS
mg/L
TDS Load
Lbs/dy
Sulfate
Total As
Soo
mg/L
Sulfate Total
Load As Soo
Lbs/day
NO3
(Nitrate)
mg/L
NO3
(Nitrate)
Load
Lbs
Permit Limit
Dec -Mar
500
52,542
119
12505
report
report
Feb 2023
368
19,585
63
3,310
Jan 2023
314
17,522
59
3,282
Dec 2022
375
16,383
54
2,500
4.1
191.8
Nov 2022
390
13,159
62
2,079
Oct 2022
383
13,385
74
1,654
Sep 2022
372
14,106
67
2,922
Aug 2022
361
15,694
57
2,643
Jul 2022
374
20,534
53
2,201
Jun 2022
368
20,717
47
2,932
May 2022
310
21,509
50
3,736
Apr 2022
296
22,171
65
4,413
Mar 2022
325
16,343
67
3,453
Feb 2022
351
17,380
77
3,686
Average
353
17,576
61
2,985
4.1
192
Appendix A-1: Noland Influent Report
Month
Flow
MGD
Hydraulic
Loading
%
CBOD
Load
Lbs
Orangic
Loading
%
TSS
Loading
Lbs
TSS
Loading
%
PO4
Loading
Lbs
PO4
Loading
%
NH3
Loading
Lbs
NH3
Loading
%
Design
Annual Average
12.60
29,666
23,198
765
2,250
Feb 2023
8.08
64.1
14,485
48.8
8,700
37.5
263
34.4
982
43.6
Jan 2023
6.17
49.0
13,140
44.3
7,756
33.4
217
28.4
760
33.8
Dec 2022
5.99
47.6
11,497
38.8
8,718
37.6
205
26.8
706
31.4
Nov 2022
5.91
46.9
13,234
44.6
9,292
40.1
210
27.4
921
41.0
Oct 2022
4.26
33.8
13,330
44.9
7,379
31.8
229
29.9
930
41.3
Sep 2022
4.34
34.4
11,794
39.8
7,807
33.7
208
27.2
810
36.0
Aug 2022
4.83
38.4
17,100
57.6
8,961
38.6
218
28.6
878
39.0
Jul 2022
3.85
30.6
11,832
39.9
7,935
34.2
185
24.2
615
27.3
Jun 2022
4.94
39.2
13,202
44.5
8,182
35.3
176
23.0
599
26.6
May 2022
8.07
64.1
12,877
43.4
8,113
35.0
246
32.2
826
36.7
Apr 2022
8.88
70.5
16,421
55.4
11,615
50.1
249
32.5
1,006
44.7
Mar 2022
7.12
56.5
18,925
63.8
10,512
45.3
216
28.2
767
34.1
Feb 2022
7.22
57.3
14,861
50.1
9,849
42.5
214
27.9
936
41.6
Average
6.128
48.646
14,054
47
8,832
38
218.2
29
825.8
37
Appendix B: West Side Effluent Report
Goose Creek Average Daily Effluent Report
Month
Flow
MGD
CBOD
mg/L
CBOD
Load
Lbs
TSS
mg/L
TSS
Load
Lbs
Total P
mg/L
Total P
Load
Lbs
NH3
mg/L
NH3
Load
Lbs
DO
mg/L
pH
SU
PH
SU
Fecal
Coliform
MPN/100
mL
Permit Limit
Dec -Mar
10.0
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
Feb 2023
11.7
<1.9
177.9
1.0
103
0.1
7.7
0.06
7.1
10.4
7.0
7.4
7
Jan 2023
9.9
<2.0
173.0
1.2
104
0.1
7.2
0.08
6.5
7.6
7.1
7.3
5
Dec 2022
9.5
<2.0
154.1
1.0
79
<0.1
9.2
0.05
4.3
8.5
7.0
7.5
10
Nov 2022
8.0
<1.9
123.5
1.0
64
<0.1
4.1
0.06
4.3
9.3
7.2
7.6
6
Oct 2022
6.6
<1.8
101.1
1.0
57
0.1
4.6
0.30
25.2
9.0
7.2
7.6
30
Sep 2022
6.8
<2.5
138.0
1.0
55
<0.1
3.3
0.03
1.6
8.6
7.3
7.7
19
Aug 2022
7.3
<2.3
144.6
1.0
62
<0.1
4.5
0.05
3.4
8.5
7.3
7.7
26
Jul 2022
5.8
<2.0
91.4
1.0
47
0.1
6.0
0.05
2.2
7.9
7.3
7.8
25
Jun 2022
7.7
<2.0
127.7
1.0
65
0.1
4.7
0.06
4.4
8.7
7.2
7.7
9
May 2022
12.6
<2.0
210.2
1.0
109
<0.1
14.9
0.04
4.0
9.1
7.0
7.5
7
Apr 2022
12.8
<2.0
228.1
1.0
112
<0.1
7.7
0.06
8.4
9.7
7.0
7.4
6
Mar 2022
11.0
<2.0
189.2
1.0
94
<0.1
6.9
0.05
7.0
9.8
7.0
7.4
6
Feb 2022
11.4
<2.0
190.3
1.0
95
<0.1
6.1
0.06
6.9
10.4
7.0
7.3
6
Average
9.3
0.0
158
1.0
80
0.0
6.7
0.07
6.6
9.0
7.1
7.5
12
Appendix B-1: West Side Influent Report
Month
Flow
MGD
Hydraulic
Loading
%
BOD Load
Lbs
Orangic
Loading
%
TSS Load
Lbs
TSS
Loading
%
Total P
Load
Lbs
PO4
Loading
%
NH3 Load
Lbs
NH3
Loading
%
Design
Annual Average
10.0
14,595
14,595
584
1,918
Feb 2023
11.7
117.4
11,289
77.3
11,517
78.9
247
42.3
1,239
64.6
Jan 2023
9.9
99.8
11,398
78.1
10,453
71.6
251
43.0
1,281
66.8
Dec 2022
9.5
95.3
11,463
78.5
12,504
85.7
277
47.4
1,199
62.5
Nov 2022
8.0
80.4
11,688
80.1
11,915
81.6
260
44.5
1,256
65.5
Oct 2022
6.6
66.3
11,918
81.7
10,762
73.7
256
43.8
1,327
69.2
Sep 2022
6.8
67.8
10,419
71.4
11,859
81.3
258
44.1
1,256
65.5
Aug 2022
7.3
72.7
10,496
71.9
12,539
85.9
239
41.0
1,299
67.7
Jul 2022
5.8
58.1
10,797
74.0
14,063
96.4
272
46.6
1,396
72.8
Jun 2022
7.7
77.3
10,377
71.1
11,381
78.0
239
40.8
1,337
69.7
May 2022
12.6
125.5
10,734
73.5
10,772
73.8
271
46.3
1,291
67.3
Apr 2022
12.8
128.1
12,021
82.4
14,644
100.3
252
43.2
1,312
68.4
Mar 2022
11.0
109.9
11,456
78.5
11,879
81.4
287
49.1
1,368
71.3
Feb 2022
11.4
113.9
14,687
100.6
14,604
100.1
276
47.2
1,337
69.7
Average
9.3
93
11,442
78
12,222
84
260.4
45
1,299.8
68 7
Appendix B-1: West Side Influent Report
Month
Flow
MGD
Hydraulic
Loading
%
BOD Load
Lbs
Orangic
Loading
%
TSS Load
Lbs
TSS
Loading
%
Total P
Load
Lbs
PO4
Loading
%
NH3 Load
Lbs
NH3
Loading
%
Design
Annual Average
10.0
14,595
14,595
584
1,918
Feb 2023
11.7
117.4
11,289
77.3
11,517
78.9
247
42.3
1,239
64.6
Jan 2023
9.9
99.8
11,398
78.1
10,453
71.6
251
43.0
1,281
66.8
Dec 2022
9.5
95.3
11,463
78.5
12,504
85.7
277
47.4
1,199
62.5
Nov 2022
8.0
80.4
11,688
80.1
11,915
81.6
260
44.5
1,256
65.5
Oct 2022
6.6
66.3
11,918
81.7
10,762
73.7
256
43.8
1,327
69.2
Sep 2022
6.8
67.8
10,419
71.4
11,859
81.3
258
44.1
1,256
65.5
Aug 2022
7.3
72.7
10,496
71.9
12,539
85.9
239
41.0
1,299
67.7
Jul 2022
5.8
58.1
10,797
74.0
14,063
96.4
272
46.6
1,396
72.8
Jun 2022
7.7
77.3
10,377
71.1
11,381
78.0
239
40.8
1,337
69.7
May 2022
12.6
125.5
10,734
73.5
10,772
73.8
271
46.3
1,291
67.3
Apr 2022
12.8
128.1
12,021
82.4
14,644
100.3
252
43.2
1,312
68.4
Mar 2022
11.0
109.9
11,456
78.5
11,879
81.4
287
49.1
1,368
71.3
Feb 2022
11.4
113.9
14,687
100.6
14,604
100.1
276
47.2
1,337
69.7
Average
9.3
93
11,442
78
12,222
84
260.4
45
1,299.8
68 7
Appendix C. Employee Vacancy and Project Status Report
Department
Job Title
Employee Name
Fayetteville % FTE
Admin
Project Manager
Jan Guy
82.00%
Admin
Assistant Project Manager
Mayo Miller
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%
Operator In Training
Christopher Cox
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
Vacant
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 =
46.0
Filled FTE's= 44.3
REGIONAL SUPPORT and SPECIAL PROJECTS (Performed in scope)
Area
Reason
Name
Hours
SCADA
Network Upgrade
Scada Regional Support
44.5
Maintenance
Maintenance, Reporting, and IT Related Activities
Various Regional Staff
215.4
BMS
Dryer Installation Project
Staff & Regional Support
412.8
Noland
Master Plan Data Request and Sampling Planning
Staff
17.0