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2023-03-14 - Agendas - FinalCITY OF FAYETTEVILLE ARKANSAS MEETING AGENDA Water, Sewer, and Solid Waste Committee 14 March 2023 5:30 P.M. (Or immediately following City Council Agenda Session) This is a Virtual Meeting Committee: Council Member Teresa Turk, Council Member D'Andre Jones, Council Member Mike Wiederkehr, Council Member Scott Berna Copy to: Mayor Lioneld Jordan, Paul Becker, Susan Norton, Kara Paxton, Kit Williams, Chris Brown, Alan Pugh, Terry Gulley, Ross Jackson, Peter Nierengarten, Brian Pugh, Corey Granderson, Aaron Watkins, Cody Ashworth, Greg Weeks, Jan Guy, Chris Buntin, Marson Nance From: Tim Nyander, Utilities Director CALL TO ORDER UPDATES OLD BUSINESS: NEW BUSINESS: 1. West Side Prairie Agreement In February 2020, the City Council approved a 3-year contract with the Northwest Arkansas Land Trust (NWALT) for habitat restoration and management of the 41 acre West Side Prairie, which is located just North of the West Side Wastewater Treatment Facility. The Northwest Arkansas Land Trust was selected because of their expertise in habitat restoration. Their charge in 2020 was to assess the site for ecological values and to utilize adaptive restoration strategies for native tall grass prairie and savannah species. Additionally, NWALT would also improve public accessibility. This new contract is for 12 months of work and in addition to the above, includes employing a variety of plant management techniques to control invasive and exotic plant species on the site. Funds are available in the Wetlands bank construction capital project within the Water & sewer fund. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 2. Easements for Construction of an Elkins Sewer Lift Station The City of Fayetteville and City of Elkins have an agreement for both water and sewer services. The City of Elkins operates their own water and wastewater systems, purchasing water wholesale from Fayetteville and metering sewer wholesale from a lift station and metering site east of Lake Sequoyah. Elkins is in the process of upgrading their sewer lift station and the downstream force main that transports the wastewater to Fayetteville's system. These upgrades are needed to reduce wet weather sewer overflows and accommodate growth in their system. Temporary and permanent utility easement is needed for the Elkins sewer lines across several City of Fayetteville parcels as shown in the attached exhibits. These areas are generally north of Highway-16 in the vicinity of Lake Sequoyah. Staff recommends approval of the easements as requested. STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 3. 11' Street Waterline Cost Share Infill development is proposed by 11th St Cottages, LLC south of 111h Street between S. Washington Avenue and S. Beebalm Ave. (parcel 765-03341-000). The site is approximately 0.66-ac, currently vacant, and is zoned RIU. The developer proposes to build 9 cottages in a cluster housing development. In order to service these houses, they will need to install a water line from Washington Ave to the corner of the subject property, approximately 174-ft, and then extend it in along the frontage of the property to the middle of the property, an additional approximately 62-ft, for a total of 236-ft. This waterline would also benefit any future development east and north of this project site. The developer seeks the Water & Sewer Committee's feedback on this cost share to inform their next steps of detailed engineering, permitting, and contractor quotes. 111h St Cottages, LLC requests a 50% cost share on this waterline installation. Preliminary engineering estimates provided by Community By Design total $88,642.40 for the project. However, exact cost share amounts would be presented at a future date based on a contractor low bid. INFORMATION ONLY STAFF REQUESTS THIS BE FORWARDED TO THE CITY COUNCIL FOR CONSIDERATION FOR APPROVAL 4. Overview of WWTP Monthly Report January 2023 Monthly WWTP Report PRESENTATIONS ATTACHMENTS NWALT Scope of Services Elkins Easement Exhibit 1 Elkins Easement Exhibit 2 Elkins Easement Exhibit 3 111" St. Cost Share Proposal January 2023 WWTP Report ADJOURN Next Water, Sewer, Solid Waste Committee meets on Tuesday, April 11t", 2023, at 5:30 p.m. NORTHWEST ARKANSAS LAND TRUST February 24, 2023 Northwest Arkansas Land Trust 1725 S. Smokehouse Trail Fayetteville, AR 72703 (479) 966-4666 Project Manager Marson Nance, Director of Land Stewardship & Research mnance@nwalandtrust.org Attn: Tim Nyander, Utilities Director 479.575.8386 tnyander@fayetteville-ar.gov Scope of Services for the City of Fayetteville, Arkansas Westside Prairie Restoration and Management The Northwest Arkansas Land Trust (NWALT) is pleased to provide this Scope of Services to The City of Fayetteville, Arkansas (City) for restoration and management of the Westside Prairie tract located north of the Westside Water Treatment Facility on City owned property. West Side Prairie is a remnant of relatively undisturbed tallgrass prairie and part of a larger mosaic of sustainable practices which include a wetland mitigation site and solar arrays. The conservation of this prairie remnant is an important addition to the existing facilities and provides ecosystem services such as carbon sequestration, wildlife habitat, and stormwater management. The scope detailed below is for 12 months of work and includes habitat restoration and management activities and improving public accessibility. Task 1 ADAPTIVE HABITAT RESTORATION AND MANAGEMENT OF HISTORIC PRAIRIE 1.1 Control and Management of Exotic and Invasive Plant Species In keeping with an adaptive approach to habitat management as outlined in the 2020 Habitat Conservation & Management Plan, NWALT will employ a variety of plant management techniques to control invasive and exotic plant species on the site. Routine maintenance shall include but not be limited to spot treating with herbicides, mulching, top cutting for seed control, and prescribed fire. Informal botanical surveys will be conducted seasonally to document new occurrences of exotic species as well as previously unobserved native plant species. 1.2 Litter Cleanup along Site Boundaries NWALT will regularly survey for and remove litter and refuse from along roadways and within the prairie as necessary. Deliverables: Adaptive plant management and litter pickup Task 2 PUBLIC ACCESS AND INFRASTRUCTURE 2.1 Routine Mowing and Maintenance of 1 Mile Trail Loop NWALT will regularly maintain the established 1-mile trail loop within the prairie. This will primarily consist of mowing and may include the addition of seasonal wet weather crossings as outlined in the Public Access Plan. 2.2 Installation of Interpretive Signage NWALT will install 3 strategically placed interpretive signs along the trail loop to interpret the natural history of the prairie. 2.3 Installation of Parking Area and Trailhead Kiosk NWALT will continue to work with the City to design and install an appropriate parking area for the prairie as outlined in the Public Access Plan and in accordance with the 2020 conservation easement guidelines. NWALT will install a trailhead kiosk at the parking area to interpret the site with regulatory language to protect conservation values and purposes on both Westside Prairie and the adjacent Woolsey Wet Prairie Sanctuary. Deliverables: Maintenance of trail, installation of signs, installation of parking area and kiosk Task 3 ADMINISTRATION AND REPORTING 3.1 Project Management NWALT will manage all facets of work under this scope of services including but not limited to work timelines, communications, contractors, vendors, staff, and volunteers (if used). 3.2 Reporting NWALT will submit one annual report to include work performed, updates for any new plant species observed, and recommendations for future management actions. Deliverables: Project management and oversight, annual report Budget Task Number Action(s) Fee Estimate 1 Restoration & Management $11,000.00 2 Public Access & Infrastructure $8,000.00 3 Administration & Reporting $1,000.00 TOTAL $20,000.00 N U Q oLL �0 O O cf)0 Coo J C;)� a L a �' M o _oa LL Q �00 W N N � N N cuo o� cn co a) o aLp aLO 04 L O co T cu U U cacf) 3 (N O _FL N O E O � Q N U) (n0 a)a a_ coCDco0 i) N U `) O N _ 0_ •L z� co a) O cl Mai v LL co < 's s • I . !?• _ I i ',�, i ��:_ 2 EXISTING 8" CITY FORCEMAIN OF I ' -O PROPOSED 30' TEMPORARY . • . -� � I� �'w' 765-13183-000 PROPOSED 25 PERMANEN T FAYETTEVILLE , CONSTRUCTION EASEMENT : �l'�'� CITY �►_� OF FAYETTEVILLE r''="�`- UTILITY EASEMENT STA. 245+10-. 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(HWY 16) J � _ STA. 241 +46 FAYETTEVILLE WATER LINE E=701527.05 _ I INSTALL 2" ARI ARV D25-P10-T2 (NY) I o =OR EQUAL- r N 63 077 91 _ s _ 0 10, 20' I 40' 60' I E=701300.34 (IN FEET) o J PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' STA. 241+60 INSTALL 1215 16" 22.5° MJ BEND 1215 Q 0 w !L' 1210 1210 * r ;we STA. 241 +46 1205 INSTALL 2" ARI ARV D25-P10-T2 (NY) 1205 Y• ' OR EQUAL EXISTING GRADE W � I— W 1200 1200 < �— � STA. 241 +90 z (j INSTALL PIPE BELLS SHALL OPEN AND FACE UPHILL J z Q ZZ W 16" 22.50 MJ BEND STA. 242+22 AT APPROXIMATELY 20% SLOPE, JOINTS ON _ W 1195 INSTALL 16" 11.250 MJ BEND s�.s'�� THIS SLOPE SHALL HAVE FIELD LOK GASKETS 1195 W LL 0 < z I j 1190 ��7 /�� . STA. 245+37 INSTALL 1190 U w W UU 16" 45° MJ BEND FORCEMAIN PLAN y�F�oss AND PROFILE 3 1185 /A�Fq19s EXIST. 8" FM 1185 GJ STA. 245+ 10 1180 STA. 243+78 ° INSTALL 16 45 MJ BEND 1180 DATE: OC OBER02022 DESIGNED BY- CRB INSTALL z w DRAWN BY: ELH 16" PLUG VALVE BAR IS ONE INCH ON 1175 pU 1175 ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. - STA. 243+68 DRAWING NUMBER INSTALL 16" 11.250 MJ BEND 20-F M 103 1170 1170 240+50 241+00 241+50 242+00 242+50 243+00 243+50 244+00 244+50 245+00 245+50 246+00 SHEET 21 NUMBER m J o_ ti N M N N O oLL �0 O O (6 0 J 01 � -0Z3 ^a L a_ O c0 ca G G Q co J co W N N cn O � N � N O 0 r U� �r) >a oL0 E N -� ao i� U cn O c d � U O O N O E CD W Q NOTE: 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. ^J I L J-. FEMA 100-YEAR FLOODPLAIN (TYPICAL) SEE NOTES THIS SHEET PROPOSED 50' TEMPORARY CONSTRUCTION EASEMENT EXISTING CITY OF ELKINS 8" FORCEMAIN fodit INSTALL 16" FORCEMAIN 1 TCE TC� I 8" FM M PROPOSED25'PERMANENT I UTILITY EASEMENT 0 +o UE PUE P Ey UE PUE co 8" FM Y V•8" FM PUE PUE PUE PUE PUE w j i+00 247+00 8�� F g�� FM ll g' V 8" FM 249+00 M - V V 250 00 _z 248+00 8 F 8 FM J Z - 2 O 1 ' I U H Q M/�l PU/Zl PUE PUE PUE PUE Q 1 --j M/�I 8" W 8°W M/8� 8" W .� I WETLANDS (TYPICAL) I 8„ W J - °- 8 w I J OL I 1195 1190 1185 MGM 1175 1170 1165 1160 1155 8" FM PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1150 246+00 L--m 246+50 �—PI STA. 247+13.98 N=629983.61 E=701847.29 EXISTING 8" CITY OF ELKINS FORCEMAIN 247+00 247+50 248+00 M/a 11 /- UE OE 'aar!'K EMERGENT WETLAND, 251+00 I• Wimv ' 8n 1A, M/` , 8 W M/�f AVO I D I M PACTS TO FORESTED WETLAND SHOWN 8" W 8„ w R/w EXISTING 8" CITY OF FAYETTEVILLE WATERLINE _ o LO I� + C W C\1 Z = 04 PUE Q 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) 248+50 249+00 EXISTING GRADE 249+50 250+00 250+50 251+00 1195 1190 1185 1180 1175 1170 1165 1160 1155 1150 251+50 M © 2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 C GARVER LLC No. 766 z _O W_ U w 0 > W * r f W 75 G I- W v / V ) Z cn �U~ Jz W Y QOW Lu LL Q O v) v > zw0 � Y Y_jCL Uw wU� FORCEMAIN PLAN AND PROFILE 4 JOB NO. 19W01210 DATE: OCTOBER 2022 DESIGNED BY- CRB DRAWN BY: ELH BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 20-FM104 SHEET 2 2 NUMBER m J ti N M N N O U o� �o O O (6 0 J ^a. L a_ O _� cca G G U- Q 1CD J co N W N cn O O N N �o Q r � co �r) >a o E N ao i� �co � U cn O � U O O C N O E O rn W _Q NOTE: 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. STA. 251 +65 INSTALL 16" 450 MJ BEND N=629919.52 pvE Lb E=702293.45 �1 0 8 FM 2s AvF d1/� 2X�0 PVE AvF / 1 F F AMR— _j w_^ — R/W R/W 8"W 18„W 1 PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1190 1185 1180 EXIST. 8" FM 1175 1170 1165 STA. 251 +65 1160 INSTALL 16" 450 MJ BEND 1155 1150 251+50 252+00 STA. 252+76 INSTALL 16" 22.50 MJ BEND N=629835.78 E=702366.92 K/ W R/W EXIST. 8" FM zry w �0 � U 252+50 FM I PUE 3 765-13185-000, 765-13190-000,765-13180-000 & 765-13178-000 CITY OF FAYETTEVILLE WETLANDS (TYPICAL) IMPACTS TO WETLAND INCLUDING FOREST PROPOSED 30' TEMPORARY CONVERSION WILL BE CONFINED TO CONSTRUCTION EASEMENT EXISTING EASEMENT TO PERMANENT UTILITY EASEMENT - T�E� MINIMIZE STREAM IMPACTS TO UITLITY EASEMENT �• , E — PUE PUE FM PUE WETLANDS (TYPICAL) — R/W R/W I I I I I PUE PUE CD 0 p�� + to JC 25I7�z F' E a iVi FM J �PUE 8�F' U O PUE zcv F_ 8" Q ►< "UK �_: co _ STA. 256+45 EXISTING CITY OF EXISTING CITY OF INSTALL I FAYETTEVILLE 8" WATERLINE ELKINS 8" FORCEMAIN . �16" 11.250 MJ BEND N=629699.22 R/W - R/W M/8 M/2� E=702709.15 M/8 M/8 M/8 — 8" W IMPACTS TO WETLAND INCLUDING FOREST " CONVERSION WILL BE CONFINED TO EXISTING EASEMENT TO PERMANENT UTILITY EASEMENT N. CENTER ST. (HWY 16) EXIST. 8" FM STA. 252+76 INSTALL 16" 22.50 MJ BEND 253+00 EXISTING GRADE 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) 253+50 254+00 �n 254+50 FEMA 100-YEAR FLOODPLAIN (TYPICAL) PROPOSED 25' PERMANENT UTILITY EASEMENT IMPACTS TO WETLAND INCLUDING FOREST . CONVERSION WILL BE CONFINED TO EXISTING EASEMENT TO PERMANENT UTILITY EASEMENT lkli� Al i Ann r-t 1tM0"r-RAAIAI 255+00 255+50 256+00 (IN FEET) © 2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. L'r 1195 Q 0 I > W 1190 1 REGISTRATION NO. F-5713 T GARVER LLC No. 766 * r f 1185 W� �W 1180 � U) Z 0 �U~ QOW 1175 Jz W W 0a zW0 �Y Y0� 1170 U w w U FORCEMAIN PLAN AND PROFILE 5 1165 STA. 256+45 INSTALL JOB NO. 19W01210 16" 11.250 MJ BEND 1160 DATE: OCTOBER 2022 DESIGNED BY. CRB DRAWN BY: ELH BAR IS ONE INCH ON 1155 ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 1150 20-F M 105 256+50 257+00 SHEET 23 NUMBER N N C L 75 U) W J N (M N N c\I co O U oLL > O (1)(D c� r) J 0)-0 ^LL L LL c) ca G G LLQ �00 W N N 'n CD iN N 3 r_ � Q o� U > a o Lr) Q E N �o 4t� �cu O U o c d _1x:� O U , Q O N O 0 E �w �Q o) a� �_m LL J of0 �n LO fE UE z N 00 -i O I„ Q*E- ' FM PUE X FM Kalov 2� M/8 PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1190 1185 1180 1175 1170 1165 1160 1155 1150 257+00 257+50 TrF PUE MA J UE 8+00 258+00 4., TC'F 3 3765-13185-000, 765-13190-000,765-13180-000 & 765-13178-000 CITY OF FAYETTEVILLE TCE FCE r . TCE STA. 259+05 FEMA 100-YEAR FLOODPLAIN (TYPICAL) TC. � Tn i PROPOSED 30' TEMPORARY - CONSTRUCTION EASEMENT ' mm PROPOSED 25' PERMANENT fr 0�, l l IyA' © 2022 GARVER, LLC (�� •+ l �� r 1 I� THIS DOCUMENT, ALONG WITH THE ' • j IDEAS AND DESIGNS CONVEYED . ! : Poo HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL ' SERVICE AND ARE PROPERTY OF / • I • i ' GARVER, LLC. ANY USE, INSTALL TCE UTILITY EASEMENT . "- �� • �.. •, r " ROD OR DISTRIBUTION OF DOCUMENT,WITH THE IDEAS AND DESIGN CONTAINED 16" 11.250 MJ BEND PI TCE •.'- �' STA. 261 +77 �� •� �� HEREIN, IS PROHIBITED UNLESS TING BY AUTHORILLC IN IPLICIT N-629574.28 STA. 260+41.89 ,' �T.I - INSTALL GARVER, OR XZED Y E=702937.71 PUE PUE E PUE N=629494.48 - TCE 16" 11.250 MJ BEND E T� ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES 2, PUE =+O E=703048.87 - INSTALL 16" FORCEMAIN N-629411.56AGREEMENT fiGE FOR THIS WORK. REGISTRATION NO. E=703155.06 � PUE � �� F-5713 V 260+pp E ., PU .,,� rY. 8„,�q �gFM -PUE 8„ PUE p�j 261+Op PUEA-�Fm / PUE g" �" • , j PUE 8" FM PUE` FM 262x0 / o MACOIL-: /' M/8 Ar EXISTING CITY OF ELKINS 8'r F -� /_� `v 8" W s„ w M/� 8" FORCEMAIN A MX # O? s W s w 8 w $ M/�l w CO 8„ / w EXISTING CITY OF FAYETTEVILLE 8" W 8" WATERLINE 8" W co m N. CENTER ER ST. (HWY 16) 8„ W 8 w M/� o 0 10' 20' 40' 8 U (IN FEET) w o 1195 Q 0 1190 1 1185 . :•,..•.....,. GARVER LLC No. 766 EXISTING GRADE 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) STA. 259+05 INSTALL 16" 11.250 MJ BEND EXIST. 8" FM 7C-r:A.1 +77 INSTALL 16" 11.250 MJ BEND 1180 Lu W Q F— C7 w >- (n Z U � z Jz QOW LLJ LL � � F— W Oa zw0 J J J 0 ULu WU� 1175 1170 1165 FORCEMAIN PLAN AND PROFILE 6 1160 JOB NO. 19W01210 DATE: OCTOBER 2022 DESIGNED BY: CRB DRAWN BY: ELH 1155 BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 1150 DRAWING NUMBER 20-F M 106 258+50 259+00 259+50 260+00 260+50 261+00 261+50 262+00 262+50 SHEET 2 NUMBER U) m J o_ 00 N M CV N O N (+') o� �o O O (m ~ (6 0 J o)-o �U) -p 7 ^� L LL I� _O c) as G G LL Q J 00 W N N cn O O N N � O 0 a) > d o � �Ln �o i� U cn O � U O O =c N O 0 E � w _Q o Cn o U d N o cn o_ — ia -0O U O O — d U C � •L a) -0 > CL L.L J NOTE: 1. PER NATIONWIDE PERMIT 58 THE TOP 6-12 INCHES OF WETLAND PROPOSED TRENCHES SHALL '� •. ?lot GENERAL CONDITIONS ,�� ' I SOIL WITHIN ♦ f 1 .r �+ BE REMOVED, SIDECAST • .' r� � s � ., f �. �, . � � . , .., � . ,. f t ` - " '► •+� ! � ; � � � � . Itr w . t� •r" � �,, '� ' _ ik ` ,��.•/ . '. �, • , ,' .r T • ' � r. I �. � ,-apc ,f �• t AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. _ �' _ -- T: l yr !•'� v 49- • of r I-l" . .. ti pr PROPOSED 30' TEMPORARY WETLANDS (TYPICAL) r" t i i' • • r '• I�, • / r -t4 �'; •` �• Y` ' �� I ©2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE CONVEYED I STA. 262+93 CONSTRUCTION EASEMENT y •. • '� ♦ .. . - ••� :• 1. . j , �I , •� I IDEAS AND DESIGNS HEREIN, SHALL BE CONSIDERED I INSTALL - _ '� - ` 3 r . • , i • `' �, �� ,^ ♦�•. y / •N �'� `� 'i I. • • • • �r I INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, 2" ARI ARV D26-P16-T2 (NY) IMPACTS TO FORESTED WETLAND �� 765-13185-000 765-13190-000 765-13180-000 & "`' . • REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH I OR EQUAL �• a N-629316.68 INCLUDING FOREST CONVERSION WILL BE _ 765-13178-000 CITY OF FAYETTEVILLE •� _ _ � ' • i� , , .. ,{ c• I THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS IN TING BY ILEC _ TCE E-703223.00 CONFINED TO EXISTING EASEMENT TO PERMANENT UTILITY EASEMENT �_ y _r a ` + •' �C• I GARVEAUTHR, OR EXPLICITLYD ALLOWED IN THE GOVERNING ALLOWEDI r� . PROFESSIONAL SERVICES I TCE da ___ .4� • -•�-• •;• I AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 STA. 262+98 „_. s cv I INSTALL _ • - ' w z N pU z I E 16�� PLUG VALVE N=629312.54 PI STA. 265+08.19 PROPOSED 25' PERMANENT PI I y �� = �/ PUE E=703225.97 UTILITY EASEMENT N=629155.40 - INSTALL 16" FORCEMAIN .E=703364.91* STA. 267+48.47 N=628977.91 0� Q ►-% g�� PUE FM PUE PUE PUE # E=703526.88 + 00 .� I Q 6 8" F,�Q +0 0 o., �.. �2 + V 641 00 XFM 265+00 _ - -- PUE ' U PUE w �, PU _z aF P(�;......... .• •. PUE 8„ FMX I 266+00 8" FM ;; % ; 267+00 _' Oz 2 268� �..� GARVER ';�► • z PUE / 8"'M 8" FM V r i�" FM U F= Q I 2 U) c`''i? LLC y ; No. 766; � ��qN �, I PUE PUE PUE _ -�� PUE ��, PUE - -- 8„ F � ••....... •.. SAS I M�� M�� M�� M/� PUE U�'-�, PUE PUE PUE PUE r �� P Q I -EN M�� M� 2� 8" w 8" w $ w M � 8" w s w / M/a s M /'9 8" F P U E s., w STA. 263+02 w s" w M/a 8" w INSTALL _ s" w 16" 11.250 MJ BEND FEMA 100-YEAR 81, W M/� I I N-629309.40 FLOODPLAIN (TYPICAL) s" W E=703228.22 R/w R EXISTING CITY OF FAYETTEVILLE m N. CENTER ST. (HWY 16) 8" WATERLINE � _ - 81, W — _ EXISTING CITY OF ELKINS ' I I 8" FORCEMAIN z O 0 10, 20' 40' 60' a I - _ (IN FEET) o - -- PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1195uj Q 0 W 1190 1190 * r 1185 1185 Y• W� 1180 EXISTING GRADE EXIST. 8" FM 1180 < � f^ V ) z cn �U)�- Q U) z W J Q Q 1175 1175 LLJ y 5 W 0< zw zw0 � O �v Y YJ0- 1170 STA. 263+02 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) 1170 Uw WOU� FORCEMAIN PLAN INSTALL AND PROFILE 7 16" 11.25' MJ BEND 1165 11 STA. 262+98 INSTALL 1165 16" PLUG VALVE JOB NO. 19W01210 1160 STA. 262+93 1160 DATE: OCTOBER 2022 INSTALL DESIGNED BY- CRB 2" ARI ARV D26-P16-T2 (NY) DRAWN BY: ELH OR EQUAL BAR IS ONE INCH ON 1155 1155 ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER I I 20-F M 107 1150 1150 262+50 263+00 263+50 264+00 264+50 265+00 265+50 266+00 266+50 267+00 267+50 268+00 SHEET 25 NUMBER N (D L w U) m J o_ 00 N M N N O N c+') o� �o .. o_ O O (m ~ (6 0 J U) -p 7 ^� L LL [] as G G LL Q co J� W N N cn O O N � N �o 0 a)r) > a o � E N ao i� U cn O � U O O C N O E O rn W Q o -I- c o U d N o 0 o_ - ia -00 m N U a) O O — d U C � 'L a) -0 > O L.L J I I I I TCE TCE — TCE IPA V o*vo 4trf t 40. 10 `40 a TICETICE _ ,Y : .o A.TICTCE 1` i I ©2022GARVER,LLCTTCE TCE TCE THIS DOCUMENT, ALONG WITH THE E TCE I IDEAS AND DESIGNS CONVEYED PROPOSED 30' TEMPORARY CONSTRUCTION EASEMENT 7-41 �d O I ` ; TC HEREIN, SHALL BE CONSIDERED O� �� _ • , y r" ��` �` j+ ' •• , ! ` • L I �'t INSTRUMENTS OF PROFESSIONAL + s '. PROPOSED 25 PERMANENT ��'rt `• �� . i �� ' , ' f I SERVICE AND ARE PROPERTY OF v T w cal INSTALL 16" FORCEMAIN 4 UTILITY EASEMENT ' 't •�• � • f � • � 1 GARNER, LLC. ANY USE, ' • � •' �• / •G. REPRODUCTION, OR DISTRIBUTION J Z PUE pU STA. 271 +67.43 4,a` A'�OL ,'t , ', �• I OF THIS DOCUMENT, ALONG WITH O T THE IDEAS AND DESIGN CONTAINED Z Pi 4 *1U �3+00 PUE PUE N-628655.78 �� y ' HEREIN, IS PROHIBITED UNLESS _ _ I PUE PUE _ ''� T, - _ • , t •. ' •� AUTHORIZED IN WRITING BY PUE PUE ' t GARVER, LLC OR EXPLICITLY Q _ _ 269+00' co QI _ I8" F PUE 8" PUE PUE PUE FM , I � FM - R/ PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1190 1185 1180 1175 1170 1165 1160 1155 1150 268+00 268+50 8" W •r 8', W PUE PuE 70379CD4.75 = ALLOWED IN THE GOVERNING 270+00 iii� PUE PUE I U-) PROFESSIONAL SERVICES 271+00 PUE PUE 00 + AGREEMENT FOR THIS WORK. 272++00 �• I �— PUE REGISTRATION NO. 273+00 w cV Z_F-5713 � J Z PUE PUE PUE PUE • • •� U O `\ UE PUE PUE r I f- Q �� ' -- ' r �.>. ,U PUE `' t2 � I�y�/ �'�s PUE � t-- / 811 FM .,��; t° FM Q R/W i�" FM —�� 8„ � s' I '� aF 1% v V .�` � '.-' � R/W �� 8" FkX 8„ FM ��P............. ,- � R/W � � GARVER ';�► • �. - + ` - R/W I c`''i't LLC z �z _ - � � t�R/W No. 766 R/WEXISTING CITY OF ELKINS WA- /W R/W AS -EN 8" FORCEMAIN -'At - lb I EXISTING CITY OF FAYETTEVILLE 8" WATERLINE 8'1 W 269+00 269+50 FEMA 100-YEAR FLOODPLAIN (TYPICAL) -vI—w— F -♦4I • *•i N CENTER ST. (Hwy 16) —�-- 0 10' 20' 40' 60' — - - (IN FEET) z o a U o Q 0 1195 1190 W * r 1185 EXISTING GRADE 1180 w I— w Q � U)w'>^ � Z co V ) Y cn U) Z LI,J jJ0tl �0 1175 JQ Q02i w y 3: F- w LL a �U> O zw0 C/) J Uw WU� 1170 1165 FORCEMAIN PLAN AND PROFILE 8 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) 270+00 JOB NO. 19W01210 1160 DATE: OCTOBER 2022 DESIGNED BY- CRIB DRAWN BY: ELH BAR IS ONE INCH ON 1155 ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 1150 20-F M 108 270+50 271+00 271+50 272+00 272+50 273+00 273+50 SHEET 2 NUMBER U) m J 00 N M CV N O N (+') r � oLL r n O O (m ~ (6 0 J U) -0 7 ^� L LL c) ca G G LL Q J 00 W N N �o N N � O Q r � m a)r) > d oLn E N ao i� U cn O � U o 0 r c N OC r E 0 �w _Q o Cn o U d N o cn o_ - ia -0o m N U a) O O 0 d U C � •L a) -0 > O L.L J I NOTE: 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. I = ILI / STA. 274+20 �� INSTALL I O 16" 11.250 MJ BEND �E —� +' I ;, N=628460.85 w N i pUE E=703955.74 v 0 I 274+00 I� � C/) I8P PUE . 8" FF'UE WETLANDS (TYPICAL) FEMA 100-YEAR FLOODPLAIN (TYPICAL) WID INSTALL 16" FORCEMAIN 275+00 PUE RAW - R/W R/W I IMPACTS TO FORESTED WETLAND EXISTING CITY OF ELKINS - INCLUDING FOREST CONVERSION WILL BE 8" FORCEMAIN I CONFINED TO EXISTING EASEMENT TO PERMANENT UTILITY EASEMENT I I 1195 1190 1185 1180 1175 1170 1165 1160 1155 1150 PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 273+50 274+00 STA. 274+20 INSTALL 16" 11.250 MJ BEND 274+50 275+00 m EXISTING GRADE 3 I 765-13185-000, 765-13190-000,765-13180-000 & I PROPOSED 30' TEMPORARY 765-13178-000 CONSTRUCTION EASEMENT CITY OF FAYETTEVILLE I PI I STA. 278+91.55 N=628164.61 I 7pq ram. © 2022 GARVER, LLC E=704321.01 �' THIS OALONG E EASAND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED 6 U ) p) STA. 276+52 INSTRUMENTS OF PROFESSIONAL 27 1 1� SERVICE AND ARE PROPERTY OF INSTALL PUE N ' GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION PROPOSED 25' PERMANENT 16" 11.250 MJ BEND PUE I J Z �� OF THIS DOCUMENT, ALONG WITH Q X$ THE IDEAS AND DESIGN CONTAINED UTILITY EASEMENT N=628303.47 PUE +00 _ - - HEREIN, IS PROHIBITED UNLESS 278 V Q)vE AUTHORIZED IN WRITING BY E=704125.40 PUE I Q GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PUE I PROFESSIONAL SERVICES PUE P E 277}QO E AGREEMENT FOR THIS WORK. I REGISTRATION NO. 276+00 / �� F-5713 Fes" R/W vi _ G R W R/W R/W �P'�•�•�••'' R/W / I �: GARVER •: �► R/W v's LLC z Z I No. 766 I NSAS—E�'�G I 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) 275+50 276+00 1 276+50 STA. 276+52 INSTALL 16" 11.250 MJ BEND 277+00 zw �O �0 277+50 278+00 } 0o _o 0 10, 20' ' 40' 60' a_ I..L U (IN FEET) ■ o 278+50 1195 Q 0 W 1190 * r 1185 W� I- W 1180 � � f^ V J z 0 AU)~ QOW 1175 Jz LLJ LL y � F- W Oa zw0 �Y Y�� 1170 U w Lu U FORCEMAIN PLAN AND PROFILE 9 1165 JOB NO. 19W01210 1160 DATE: OCTOBER 2022 DESIGNED BY- CRB DRAWN BY: ELH BAR IS ONE INCH ON 1155 ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER 1150 20-F M 109 279+00 SHEET 27 NUMBER U) m J o_ 00 N M CV N O N cy) r � oLL r O O (m ~ (6 0 J �U) -0 7 ^� L LL O _O cr ca G G IL Q �Lp J °0 W N N cn O O N N � O Q r C (� a) a) o > a oLn � � N L Q r U cn O � U O o r c N OC r E O 0-) W _Q o� c o U d N o 0 o_ — �o U O O — d U C � •L a) -0 > O ILL J NOTE: _ 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS 3 _ THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN 765-13185-000, 765-13190-000,765-13180-000 & STA. 281+93 -- r I PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST 765-13178-000 STA. 281+84 INSTALL AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. CITY OF FAYETTEVILLE INSTALL -16" 45° MJ BEND Mill= 2. MIDDLE FOR WHITE RIVER TO BE BORED. PROPOSED 30' TEMPORARY CONSTRUCTION EASEMENT ` 16" 450 MJ BEND STA. 281+67 N=628019.55 '��' INSTALL E=704569.91� N=628013.99 E=704577.71 I I I I I 0o P E + LIJ CV z I = O x8" FM Q PUE I FEMA 100-YEAR MEW 16" 450 MJ BEND, N=628016.80 FLOODPLAIN (TYPICAL) E-704553.59 - STA. 281 +62 WETLANDS (TYPICAL) INSTALL - �� 2 ARI ARV D25-P10-T2 (NY) PROPOSED 25' PERMANENT UTILITY EASEMENT INSTALL 16" FORCEMAIN OR EQUAL — N=62801 9.36 E-704549.57 P PUE PUE PUE U E _ ��_ 281 +00 280+00 I �FM 8�� FM X. 8.� F 8 FM UE PUE � � PUE PU �' U ,A .i r ♦_ STA. 281+96 INSTALL 16" 45° MJ BEND N-628011.22 E-704578.16 o ++ 283+00 - CN _ . — co - - �` N � 1. '.' �. ' �� .+� EXISTING 12 PE FORCEMAIN WITHIN 20" PE ENCASEMENT „� 30' WATER AND/OR SEWER EASEMENT CITY OF ELKINS - FILE: 2014 - 00018110 — 284+00 O LO + w CN z J O U Q U) Q I ©2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION HE THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED I THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 •• •CF • •• v's LLC zZ I R/W R/ R/ R/ EXISTING CITY OF ELKINS 8" FORCEMAIN �= _ IMPACTS TO FORESTED WETLAND INCLUDING FOREST CONVERSION WILL BE R/W R/W EXISTING CLEANOUT _- EXISTING 8" VALVE R/W R/W R/W STA. 282+04 INSTALL 12"X12" TAPPING SLEEVE AND VALVE 16" X 12" MJ REDUCER N=628004.71 E=704573.52 RAW R/W I R/W I R/W No. 766 Sgs_�1G I � CONFINED TO EXISTING EASEMENT TO - - EXISTING 10" VALVE - •. '� � -.� PERMANENT UTILITY EASEMENT co I I CP #2 z I I(IN 1 N. CENTER ST. (HWY 16) 0 10, 20' 40' EET) 60' _o a_ a o PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1190 1190uj Q 0 W 1185 1185 * r _T 1180 EXISTING GRADE 1180 Yow W� �W 1175 STA. 282+04 INSTALL 1175 rr^^ U) V) � v J c vJ Z J z Q O W W < W 1170 1170 z w p U 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) 71 STA. 281+62 INSTALL 2" ARI ARV D25-P10-T2 (NY) 16" X 12'TMJ REDUCERAPPING SLEEVE AND VALVE 1165 006 Z W O J Y J O U w W U 1165 OR EQUALj� FORCEMAIN PLAN STA. 281 +67 INSTALL __1 AND PROFILE 10 1160 16" 450 MJ BEND STA. 281 +84 1160 INSTALL APPROXIMATE LOCATION OF EXISTING 12" 16" 450 MJ BEND PE FORCEMAIN WITHIN 20" PE ENCASEMENT JOB NO. 19WO1 0 DATE: OC OBER 2022 1155 1155 STA. 281 L INSTALLL 16" 450 MJ BEND DESIGNED BY- CRB STA. 281 +96 DRAWN BY: ELH BAR Is ONE INCH ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 1150 INSTALL 16" 45° MJ BEND 1150 DRAWING NUMBER - 1145 I 1145 20-FM110 279+00 279+50 280+00 280+50 281+00 281+50 282+00 282+50 283+00 283+50 284+00 284+50 SHEET NUMBER 2 U) m J o_ 00 N M N N O N (+') oLL �o O O (m ~ (6 0 J �U) -p 7 ^� L LL 1 � O cr ca C C LL Q J 00 W N N cn O O N N �o 0 a) > d OLn � N �o i� U �o � U O O C N O E O 0-) W _Q o -I- c o U d N o 0 o_ - -0O U O O - d U C � •L a) -0 > O LL J NOTE: 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS ' THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. 2. MIDDLE FORK WHITE RIVER TO BE BORED. I I a OVA FA i• I I ; i EXISTING 12" PE FORCEMAIN r WITHIN 20" PE ENCASEMENT 3 765-13185-000 , 765-13190-000,765-13180-000 & 765-13178-000 30' WATER AND/OR SEWER EASEMENT CITY OF FAYETTEVILLE CITY OF ELKINS FILE: 2014 - 00018110 FEMA 100-YEAR �,�► FLOODPLAIN (TYPICAL) WETLANDS TYPICAL \ SEE NOTE 1 �' ¢. '' i ids s ! ,�,�► �,,. _ PROPOSED 30' TEMPORARY CONSTRUCTION EASEMENT . A 4 EXISTING 12" PE FORCEMAIN WITHIN 20" PE ENCASEMENT `� ,' W U �- I I } I �` • I i) ; I ` I I © 2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL OF SERVICEGARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 P''"'••. GARVER LLLC y��••No. 766;*� gNSAS—ENG��`' o I -o `+O- I E 0CD o w N 285+00 + Z OZ 286+00 287+00 0 _ �. 00 - 289+00 - 290 z z QQI t JO Q~ _F_ I . , wFes- Q R W I � R/W R / /W R/W R/W R/W R/W R/W R /W R/W R/W 4 R/W R/W R�W do R/W / �/W I m I I I I I I I -- 0 `i I 1 2 4 I 60 0 0 0 (IN FEET) a U o PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1190 1190Lu Q 0 W 1185 1185 * r 1180 EXISTING GRADE 1180 Y• j W 1175 1175 I- w Q � U) LL] Zo „ �- Y cn U) Z LLJ JQ Q02i W y W 1170 1170 LL Q v)v> 1165 1165 O zw0 �Y Y�� Uw wU� FORCEMAIN PLAN AND PROFILE 11 1160 1160 JOB N0.19W01210 1155 1155 DATE: OCTOBER 2022 DESIGNED BY. CRB APPROXIMATE LOCATION OF EXISTING 12" DRAWN BY: ELH 1150 PE FORCEMAIN WITHIN 20" PE ENCASEMENT 1150 BAR IS ONE INCH ON ORIGINAL DRAWING 0 1 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. - DRAWING NUMBER - � 1145 - 1145 20-FM111 - 284+50 285+00 285+50 286+00 286+50 287+00 287+50 288+00 288+50 289+00 289+50 290+00 SHEET 2 NUMBER U) m J o_ 00 N M CV N O N cy) r � oLL r O O (m ~ (6 0 J �U) -0 7 ^� L LL N O r a L.L Q �� J 00 W N N cn o � N N � O Q r U) C a O > a oLn � E N ao i� U �o � U O O r C N OC r E 0 �w _Q o Cn c o U d N o 0 o_ �(n �0 U O O o_ U C � •L a) -0 > CL LL J NOTE: I 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST �- I I AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS.' I3 � I —�� Cc t[ �` I STA. 290+15 INSTALL - •/ • 'PROPOSED 30' TEMPORARY CONSTRUCTION EASEMENT � STA. 290+96 y INSTALL 16" 11.250 MJ BEND N-627515.17 - E=705307.42 f,• 3` FEMA 100-YEAR 3 - �►. _ FLOODPLAIN (TYPICAL) 765-13185-000, 765-13190-000,765-13180-000 & 765-13178-000 � CITY OF FAYETTEVILLE WETLANDS (TYPICAL) s 1 _ INSTALL 16" FORCEMAIN - _ � - - - PROPOSED 25' PERMANENT %N UTILITY EASEMENT _ _ I I I I I ©2022 GARNER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION,, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH THE HEIREINS IS PROH AND DESBI TEDGN OUNLESS NTAINED AUTHORIZED IN WRITING BY CARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL R AGREEMENT FOR THIS WORK. 16" 900 MJ BEND N-627561.89 oo, E - E=705241.14 " o W N4 J z �0 Q I EXISTING CITY OF ELKINS 8" FORCEMAIN �. - 16" PUE PUE 292+00 293+00 ,� �I �I - STA. 293+58 _ INSTALL - 11.25° MJ BEND PUE " N=627400.51 P E=705542.64 _ PUE PU 294+00 / �. F►Y+�' PUE PUE _ _ I o N + ��- - PUE T- UJ PUE J w N 295+00 z Z 3 0 U Q Q 8FM PUE 8 FM UE I Q �- V&:_ I UE REGISTRATION NO. F-5713 ,�CF •• • ' �P GARNER •;�► W. LLC No. 766 FF.! : Ao- EXISTING 10" VALVE R/w r i EXISTING 12"X10" REDUCER ' r i STA. 290+05 VAULT SSMH-323 i INSTALL ' NORTH RIM = 1172.96 12"X12" TAPPING SLEEVE VALVE ��" r,;Y,� �,�, CITY OF FAYETTEVILLE FLOW METER 16"X12" MJ REDUCER VAULT TO REMAIN ' N=627553.74 CP #3 I E=705235.34 R/W , _ RW - IMPACTS TO FORESTED WETLAND INCLUDING FOREST CONVERSION WILL BE CONFINED TO EXISTING EASEMENT TO PERMANENT CONSTRUCTION EASEMENT R IMPACTS TO FORESTED WETLAND R�w INCLUDING FOREST CONVERSION WILL BE CONFINED TO EXISTING EASEMENT TO PERMANENT CONSTRUCTION EASEMENT _ I I I 0 10, 20' 40' 11 (IN FEET) EL 60' m o o PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1195 Q 0 W 1190 1190 * r 1185 1185 Y wL �__ w 1180 1180 � U) V ) z cn �U)�_ QOw 1175 EXISTING GRADE 1175 Jz w Q Y F— w 0< zw0 J I..L ~ Y J 0 ULU WU� z w 2i o 1170 1170 FORCEMAIN PLAN AND PROFILE 12 1165 ;t U 1165 16" DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) JOB N0.19W01210 1160 1160 DATE: OCTOBER 2022 INSTALL �STA.290+15 STA.290+ 96 INSTALL � STA.293+58 INSTALL DESIGNED BY: CRB DRAWN AR IsONEONEEL ON ORIGINAL DRAWING IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 1155 �� ° 16 90 MJ BEND STA. 290+05 INSTALL 16" 11.25° MJ BEND ° 16 11.25 MJ BEND 1155 DRAWING NUMBER 12"X12" TAPPING SLEEVE VALVE 16"X12" MJ REDUCER I 20-F M 112 1150 1150 290+00 290+50 291+00 291+50 292+00 292+50 293+00 293+50 294+00 294+50 295+00 295+50 SHEET 0 NUMBER N O L U) W (3) cu J 2 a_ co N M N N O N co � U o� �0 m o ccu ~ CU C� J �D �V) a a � O LL Q 00 W N N (n O O N N m L O 0 E0 o Lo Q Lo EN L O � U v, o c d � U O O N O E O �W _ Q m LL J NOTE: 1. PER NATIONWIDE PERMIT 58 GENERAL CONDITIONS THE TOP 6-12 INCHES OF WETLAND SOIL WITHIN PROPOSED TRENCHES SHALL BE REMOVED, SIDECAST AND BACKFILLED TO PRE -CONSTRUCTION CONTOURS. - - © 2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL 3 SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, PROPOSED 30' TEMPORARY FEMA 100-YEAR FLOOD 765-13185-000, 765-13190-000,765-13180-000 & REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH CONSTRUCTION EASEMENT PLAIN (TYPICAL) 765-13178-000 THE IDEAS AND DESIGN CONTAINED CITY OF FAYETTEVILLE I HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING — TCE - I PROFESSIONAL AGREEMENT FOR THIS WORK. REGISTRATION NO. PROPOSED 25' PERMANENT F-5713 UTILITY EASEMENT I WETLANDS (TYPICAL) PI STA. 296+69.14 INSTALL 16" FORCEMAIN N=627317.42 PUE PUE PUE PUE PUE PUE PUE PUE o PUE PU PUE P E E=705842.92 PUE rn 296+00 297+00 298+00 _ 299+00.,; 300 +00 301+00 I I uni�u •oF••''••.gA N I I I I \GP�E ••'.�9-�=_ z J z I I o � � FM ��:'• GARVER �z �� LLC _ _ U Q 11 „ Y 8�� F XFM -- jP Y. 811F �� 8 8„ FM �_UE �� g � F PU " M 8" FIV�( v FPUE 8�� FM Y P PUE 8'i(M PU oC) w =W': No. 766 ��; .•E FM F ~ UE UE PUE PU PUE UE E J z �gNs••_••NG�`' U ~ EXISTING CITY OF ELKINScn 8" FORCEMAIN Q R W ` R/W R/W / R/W R/W R W / R/W R/W R/W R R R/W / R/ R/W IMPACTS TO FORESTED WETLAND - INCLUDING FOREST CONVERSION WILL BE MAN CONFINED TO EXISTING EASEMENT TO - PERMANENT CONSTRUCTION EASEMENT z I O 0 10, 20' 40' 60' _ 1 tea_ U I — — •'— —w (IN FEET) LU PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1195 Q 0 W 1190 1190 � e w 1185 11851 {s A W� W 1180 1180 Q � EXISTING GRADE c/) LLLI >_ U) C Y c/) z W C/) JQ Q0� 1175 1175 LLJ y � 1- W LL Q U)0> O< zJ0 w z z ~ J 1170 0 1170 JOB U w W U FORCEMAIN PLAN AND PROFILE 13 16" DI (SPECIAL THICKNESS CLASS 50 WITH 1165 SERIES 431 PERMA-SHIELD INTERIOR LINING) 1165 JOB NO. 19WO1210 1160 1160 DATE: OCTOBER 2022 DESIGNED BY: CRB DRAWN BY: ELH BAR IS ONE INCH ON 1155 1155 ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER I I 20-F M 113 1150 1150 295+50 296+00 296+50 297+00 297+50 298+00 298+50 299+00 299+50 300+00 300+50 301+00 SHEET 3 1 NUMBER N N N d c� O m c) J o_ N M N N O N co O U Q- �LL 0 � o_ U o .� cu (� _1 Q> -0-0 W O a- LL W N N (n O O N N O L E a O > a- o Ln QLO Ec,4 a� O C� co U �o �FL _Ile� O U O O N O 0 E �w _Q m - - PROPOSED 30' TEMPORARY PL CL- I ONSTRUCTION EASEMENT'` I EASEMENT FOR PUMP STATION CITY OF ELKINS �Pdi I BOOK: 1044, PAGE 520 EXISTING LIFT STATION TO BE DEMOLISHED, SALVAGED AND ABANDONED J N M � I LI O BORING B-1 r PI I n co STA. 302+54.14 I N J o N N=627158.86 PUE N °- E=706388.85 FU, 301 +00 AG rn I o m MCI ��_ CO - z + PUE z I J Lo 303+00 Y— z PUE N `o I Q 302+00 v) AGE 5. 12"ss Q I I PUE PUE 1 n ion W R/W R/W R/W R/ R/W STA. 301 +51 INSTALL\�-STA.3 STA.302+26 16" 450 MJ BEND INSTALL /. INSTALL N=627171.37 - 16" 450 MJ BEND 16" 450 MJ BEND I E=706290.86 N=627156.91 N=627166.03 STA. 301+17 E=706345.94 I STA. 301 +12 INSTALL E=706361.54 INSTALL 2" ARI ARV D26-P16-T2 (NY) - 16" 450 MJ BEND OR EQUAL - I PROPOSED 30' TEMPORARY CITY OF ELKINS I _ I X ( CONSTRUCTION EASEMENT TRACT C CITY OF ELKINS X EXISTING 10' ESMT/B.S.B. TRACT B I PROPOSED 30' TEMPORARY I O p + PROPOSED 25' PERMANENT CONSTRUCTION EASEMENT O UTILITY EASEMENT J M a" EXISTING 10 ESMT/B.S.B. INSTALL 16" FORCEMAIN 0 PUE PUE ^" PUE PU 304+00 305+00 306+00 I� I I I I I w co _z �_ J z 12"ss 12"ss 12"ss 12"ss 12"ss 12"ss ss-U Q I Q I I ; ---- 324+00 r 3 0 + ¢ 1J 323+00 I�/W l _ B VGI I 1 R jyn R/11�n R/i�jn - _ STA.306+50 INSTALL TOB TOB TOs TOS -16" 45° MJ BEND- TOB soi _ —Os N=627076.81_— FEMA 100-YEAR FLOOD aol 00� E-706776.30 T8 PLAIN (TYPICAL) - N Th� �U R/W TOB Tos ©2022GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED SHALL F T INSTRUMENTS OPROFESSIONAL SERVICE AND ARE PROPERTY OF GARVER, LLc.ANY USE, REPRODUCTION, OR DISTRIBUTION WITH DOCUMENT,ALONGON TRINE THE IDEAS AND DESIGN CONTAINED HE IDETHIAS HEREIN, IS PROHIBITED UNLESS AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. REGISTRATION NO. F-5713 "slim OF Gp�E ......••• j GARVER _�;. LLC _ y�.No. 7..*e 'FN•......••� sAs-EN mI m N=627204.99 N=627200.52 CP #23 001 aol 901 001 8G± TOB I E=706271.23 ■E=706273.84 OL ( )16 HWY —N. CENTER ST. I o_ I - 0 10 40' (IN FEET) 60' a 0 U o PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1195 Uj Q 0 W 1190 1190 � e 1185 EXIST. 12" DI 1185 r� {s A W� 1180 EXIST. 8" FM EXIST. 12" DI PROP. 12" Ductile Iron Pipe EXISTING GRADE �— 1180 �-- W � Z cn LLIU� J z Q O W LLJ y W 0¢ zw0 WOU� Uw 1175 1175 1170 1170 Zw �O U FORCEMAIN PLAN AND PROFILE 14 1165 16 DI (SPECIAL THICKNESS CLASS 50 WITH SERIES 431 PERMA-SHIELD INTERIOR LINING) STA. 306+50 1165 INSTALL � 16" 450 MJ BEND STA. 301+511160 JOB N0.19W01210 INSTALL 16" 450 MJ BEND STA. 302+26 INSTALL 1160 DATE: OCTOBER 2022 DESIGNED BY- -STA. 301+17 16" 450 MJ BEND DRAWN BY: 1155 INSTALL 2" ARI ARV D26-P16-T2 (NY) OR EQUAL STA. 301 +12 INSTALL 1155 STA. 302+08 INSTALL BAR IS ONE INCH ON ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. 16" 450 MJ BEND DRAWING NUMBER 16" 450 MJ BEND I 20-F M 114 1150 1150 301+00 301+50 302+00 302+50 303+00 303+50 304+00 304+50 305+00 305+50 306+00 306+50 SHEET NUMBER 32 CV CV C2 oLL �0 a� O m� cf)� Coo J C;)� a L � o LL w CV CV � N N N O o� cn co >a 2 Cf) aLO 04 �o (a T �cu O U (N O _FL O U i 0 0 N O 0 E rnQ rn a� CV U) U O a) a a__ c 'CD coo i) N U `) O N _ 0_ C � •L co 5.2 cl M cn J � I O I I co I - P PL PL PL I I _ PL PL P I I I II � \ 00 J I �m m I © 2022 GARVER, LLC THIS DOCUMENT, ALONG WITH THE IDEAS AND DESIGNS CONVEYED C I HEREIN, SHALL BE CONSIDERED INSTRUMENTS OF PROFESSIONAL I I I SERVICE AND ARE PROPERTY OF GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION p STA. 307+56 OF THIS DOCUMENT, ALONG WITH _ 0 INSTALL I co PL P L PL THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS 00 � O m 16 PLUG VALVE OCD " ro P AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY M I N=627170.13 ' - CITY OF ELKINS TRACT B E-706805.58 m� I STA. 307+59 INSTALL �— ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES AGREEMENT FOR THIS WORK. �� ►-\ STA. 307+46 16" X 16" MJ TEE REGISTRATION NO. INSTALL I / II N=627173.80 _ ., - 16 X 2 MJ TEE = E-706805.74 J � IN_627160.80 I STA. 307+63 E=706805.16 INSTALL STA. 307+34 16" X 16" MJ TEE _ +q SA CH LIFE _ 14 �� INSTALL � lON 16 X 16 MJ TEE N_627177.84 E-706805.92 - 30 + 6� rt N=627148.31 STA.307+67 I Gp'(�••••••••'• "�.'• •: II E=706804.60 INSTALL GARVER a z II INSTALL 16 FORCEMAIN X 307+00 16" X 16" MJ TEE N=627181.84 E=706806.11 _ci LLC 9 ; No. 766;1� %, .1 -, INSTALL 16" FORCEMAIN ins► II I co STA.307+73 _ -- + ' INSTALL S M_ 16" 900 MJ BEND � STA. 306+85 STA. 307+37 N=627187.33 cc INSTALL INSTALL x E=706806.32 ' N 16" 450 MJ BEND r 16" PLUG VALVE' L PL P P , II N=627099.58 N=627151.45 • � E=706802.46 E=706804.74 'Q' " • m STA. 306+57 INSTALL WOODEN - I INSTALL I FENCE W/ METAL POSTS � ,v n o i 16 11.25 MJ BEND C ) ' ' -o \ ►-� ` 25' BUILDING N=627080.58 SETBACK EASEMENT E=706 160' o �2.09 I / 0 10, 2 40 O66 (IN FE T) wo PROFILE SCALE: HORIZONTAL: 1" = 20' VERTICAL: 1" = 5' 1195 1195uj Q 0 uj w 0' 1190 1190 16" DI (SPECIAL THICKNESS CLASS 50 WITH r SERIES 431 PERMA-SHIELD INTERIOR LINING) EXISTING GRADE STA. 307+37 { 1185 INSTALL 16" PLUG VALVE 1185 r. ' STA. 307+56 Lu INSTALL W 1180 16" PLUG VALVE 1180 OZ U) ��Z U QOW Jz 1175 1175 W W Oa zW0 STA. 307+34 STA. 307+73 � Y Y JO INSTALL 1170 16" X 16" MJ TEE INSTALL 1170 U w W U 6 90 MJ BEND_ STA. 306+85 STA. 307+67 FORCEMAIN PLAN INSTALL INSTALL AND PROFILE 15 16" 450 MJ BEND 16" X 16" MJ TEE 1165 STA. 306+57 STA. 307+46 INSTALL INSTALL 1165 STA. 307+63 16" 11.250 MJ BEND 16" X 16" MJ TEE INSTALL 16" X 16" MJ TEE JOB NO. 19W01210 1160 1160 DATE: OCTOBER 2022 DESIGNED BY: STA. 307+59 INSTALL 16" X 16" MJ TEE DRAWN BY: BAR IS ONE INCH ON 1155 1155 ORIGINAL DRAWING 0 IF NOT ONE INCH ON THIS SHEET, ADJUST SCALES ACCORDINGLY. DRAWING NUMBER I 20-F M 115 1150 1150 306+50 307+00 307+50 308+00 308+50 309+00 309+50 310+00 310+50 311+00 311+50 312+00 SHEET 3 3 NUMBER UTILITY EASEMENT TRACT NO: 2 PARCEL NO: 765-13183-000 & 765-13180-000 & 76-13190-000 & 765-13188-00 & 765-13185-000 & 765-13178-000 STATE OF ARKANSAS COUNTY OF WASHINGTON KNOW ALL MEN BY THESE PRESENTS: That for and inconsideration of $1.00 and other valuable considerations to the undersigned, City of Fayetteville, the receipt of which is hereby acknowledged, the said Grantor does hereby GRANT, SELL AND CONVEY unto the CITY OF ELKINS, an Arkansas municipal corporation (herein styled Grantee), its successors and assigns, the perpetual right of way and easement for the purpose of constructing, maintaining, inspecting, operating, testing, and repairing and replacing public water transmission line(s) and/or sewer collection or force main line(s) and related facilities on, over, across and under the following described real estate located in Washington County, Arkansas, to -wit: Property Description As described in Record Deed: Book 2020, Page 821 and Book 522, Page 52 and Book 535, Page 276 Permanent Water and Sewer Easement and Temporary Construction Easement See attached "Exhibit A" and "Exhibit B". TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, forever or until said easement is fully abandoned. The Grantor hereby covenants that Grantor is lawfully seized of said land and premises, and Grantor will forever warrant and defend the title to said lands against all legal claims whatsoever. The Grantor agrees not to interfere with the operation of any utility infrastructure or facilities in any way. The Grantor agrees not to erect any building, structures or fences in said utility easement. No trees shall be planted or permitted by Grantor on said utility easement. Grantor shall not be entitled to any compensation for fences or growing crops removed or disturbed within this utility easement by virtue of Grantee's exercise of the rights under this agreement. The Grantor agrees not to permit any other utilities to be located in the easement without the written consent of Grantee. As further consideration for the utility easement rights granted herein, it shall be Grantee's responsibility to ensure that, upon completion of construction, any driveway, parking area or fence moved, taken down, damaged or otherwise altered by Grantee or its contractor(s) during and as a result of construction is returned to the same or better condition as existed immediately prior to construction. Further, it shall be Grantee's responsibility to ensure that any yard, pasture or field lying within the easement area which is damaged by Grantee or its contractor(s) during construction shall be repaired using the same type and variety of grass as predominated the easement area immediately prior to construction. The consideration recited herein is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this grant in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. TEMPORARY CONSTRUCTION EASEMENT Grantor does further hereby grant, bargain and convey unto the said Grantee and unto Grantee's successors and assigns, agents, employees, and contractors a non-exclusive temporary construction easement for the construction and installation of utility and other related improvements upon, along and across Grantor's property described above. The temporary construction easement shall be used by the Grantee only during periods of actual construction and installation activity and for any necessary restoration of the easement property to a clean, slightly and safe condition, with all rubbish, trash and debris removed therefrom, and all such construction, installation and restoration is to be done and completed by and under the Grantee's supervision and at the sole expense of the Grantee. The temporary construction easement shall terminate when this project has been completed and accepted by the City of Elkins, Arkansas. IN WITNESS WHEREOF, the Grantor hereunto sets his hand and seal this day of 20_ Grantor: City of Fayetteville BY: 2 ACKNOWLEDGMENT STATE OF ARKANSAS ) ) ss. COUNTY OF WASHINGTON ) On this day came before me, a Notary Public within and for the State and County aforesaid, personally appear , to me known (or satisfactorily proven) to be the identical persons who executed the within and foregoing instrument and acknowledge to me that they executed the same as their free and voluntary acct and deed for the uses and purposes therein set forth. WITNESS my hand and seal as such Notary Public on this day of', 20 Notary Public My Commission Expires: 5 q PARCEL NO. 765-13183- 000 & 765-13180- 000 & 765-IJ190-000 & 765-IJ185-000 & 765-13188- 000 & 765-13178- 000 CITY OF FA YETTEVILLE 2020-00000821 i 522-52 & 535-276 J a - 177.1 N, �- R/W d. O MAI S 87°12 5, f PROPOSED CENTERL NE SEWER EASEMENT 896.13' —�— SW CORNER PROP! SEW! W1/2NW1/4 SECTION 21 T-16-N R-29-W LINE ANGLE DISTANCE L1 N 67°57 34 E 33.43 L2 S 34°20'08" E 26.64' L3 S 41 ° 17'06" E 1 1 1.39' L4 S 64' 17'02" E 99.57' L5 S 56°20'25" E 162.94' L6 S 64°53' 18" E 76.83' AREA CALCULATIONS SQ. FT. ACRES PROPOSED UTILITY EASEMENT 98,888 2.27 PROPOSED TEMP. CONST. EASEMENT 120,737 2.77 EASEMENT 6, 60.1 M/a 368 0s 6,9 25-FOOT -R 46 " SEMENT PROPOSED TEMPORARY R/W \ CONSTRUCTION EASEMENT R/W \ N BEARINGS - GRID ARKANSAS NORTH ZONE LEGEND GRAPHIC SCALE PL PL EXISTING PROPERTY LINE 200 0 100 200 R/W EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE — — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE ( IN FEET ) 1 inch = 200 ft. THIS EXHIBIT IS A SKETCH DESCRIP77VE ONLY OF THE SIZE, SHAPE PAGE 1 0 F 3 AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT CONSTI7WE A PLAT OR SURREY OF THE GRANTORS PROPERTY. 2049EASTJOYCEBOULVARD CITY OF ELKINS JOB DATE ELKINS, ARKANSAS " SUITE400 19W01211210 JULY 15, 2022 FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER TRACT 2 479527-9100 "EXHIBIT A COLLECTION SYSTEM IMPROVEMENTS 1I� �1 I� 5 PARCEL NO. 765-13183— 000 & 765-13180— 000 765—I3190— 000 & 765-13I85— 000 & 765— I3188-000 & 765-13178-000 — —CITY OF FA YETTEVILLE 2020— 00000821 & 522-52 & 535-276 TEMPORARY CONSTRUCTION EASEMENT PROPOSED CENTERLINE SEWER EASEMENT 10, �,I k �d I I � I LINE ANGLE DISTANCE L7 S 54° 19 24 E 136.84 L8 S 52*0 106 E 134.73 L9 S 35'36' 14" E 125.66' I BEARINGS - GRID I ARKANSAS NORTH ZONE LEGEND PL PL EXISTING PROPERTY LINE R/W EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE — — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE GRAPHIC SCALE 200 0 100 200 ( IN FEET ) 1 inch = 200 ft. THIS EXHIBIT IS A SKETCH DESCRIP77VE ONL Y OF THE SIZE, SHAPE PAGE 2 0 F 3 AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT CONSTI7WE A PLAT OR SURREY OF THE GRANTORS PROPERTY. CITY OF ELKINS JOB DATE 2049 EAST JOYCE BOULVARD ELKINS, ARKANSAS W " SUITE400 19W01211210 JULY 15, 2022 FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER TRACT 2 479527-9100 "EXHIBIT A„ -�- � COLLECTION SYSTEM IMPROVEMENTS IN LINE ANGLE DISTANCE L10 N 80'26'15" E 15.14 L11 S 54°33'45" E 78.06' L12 S 34' 18'36" W 37.40' L13 N 55°56'59" W 98.03' L14 IS 34°03'01 " Wl 1.43' PARCEL NO. 765-13183-000 & 765—IJ180-000 765—IJ190-000 & 765-13I85— 000 & 765—IJ188-000 & 765-13178— 000 CITY OF FAYETTE�ILLE PROPOSED TEMPORARY 2020— 00000821 & 522-52 & 535-276 CONSTRUCTION EASEMENT PROPOSED CENTERLINE SEWER EASEMENT CITY OF ELKINS 2014-00018110 Is, 90- 9 - BEARINGS - GRID LEGEND ARKANSAS NORTH ZONE GRAPHIC SCALE PL PL EXISTING PROPERTY LINE 200 0 100 200 R/W EXISTING RIGHT OF WAY LINE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE — — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE ( IN FEET ) 1 inch = 200 ft. THIS EXHIBIT IS A SKETCH DESCRIP77VE ONLY OF THE SIZE, SHAPE PAGE 3 0 F 3 AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT CONSTI7WE A PLAT OR SURREY OF THE GRANTORS PROPERTY. CITY OF ELKINS JOB NO. DATE 2049 EAST JOYCE BOULVARD ELKINS, ARKANSAS W SUITE400 19W01210 JULY 15, 2022 FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER TRACT 2 479527-9100 "EXHIBIT A„ -�- � COLLECTION SYSTEM IMPROVEMENTS "EXHIBIT B" Tract: 2 Parcel: 765-13183-000 & 765-13180-000 & 76-13190-000 & 765-13188-00 & 765-1385-000 & 765-13178-000 Owner: City of Fayetteville SEWER EASEMENT DESCRIPTION A part of the South Half (S1/2) of the Northwest Quarter (NW 1/4) and the Northeast Quarter (NE1/4) of the Southwest Quarter (SW 1/4) and the West Half (W 1/2) of the Southeast Quarter (SE1/4) and Southeast Quarter (SE1/4) of the Southeast Quarter (SE1/4) all in of Section Twenty-one (21), Township Sixteen (16) North, Range Twenty-nine (29) West, Washington County, Arkansas, being more particularly described as follows: COMMENCING at the Southwest corner of said South Half (S1/2) the Northwest Quarter (NW1/4); thence S 8712'50" E along the South line of said of said South Half (S1/2) of the Northwest Quarter (NW 1/4) a distance of 896.13 feet; thence leaving said South line N 02°44'48" E a distance of 230.71 feet to the Centerline of a Twenty-five foot Sewer Easement being the POINT OF BEGINNING of said Centerline; thence along said centerline the following: N 67°57'34" E a distance of 33.43 feet, S 80°20'24" E a distance of 320.56 feet, S 34°20'08" E a distance of 26.64 feet, S 81°10'41" E a distance of 177.13 feet, S 81°49'12" E a distance of450.72 feet, S 41°17'06" E a distance of 111.39 feet, S 68°14'46" E a distance of 368.47 feet, S 61°20'19" E a distance of 260.48 feet, S 54°19'24" E a distance of 136.84 feet, S 52'01'06" E a distance of 134.73 feet, S 35036114" E a distance of 125.66 feet, S 41035134" E a distance of 205.92 feet, S 42022156" E a distance of 240.28 feet, S 39044'45" E a distance of 418.96 feet, S 39°33'16" E a distance of 252.81 feet, S 47°08'56" E a distance of 231.42 feet, S 54°37'49" E a distance of 239.88 feet, S 57°33'41" E a distance of 237.65 feet to the West line of an existing 30-foot Water Sewer easement recorded in file 2014-00018110 and the end of said Centerline, containing 98,888 square feet or 2.27 acres, more or less as shown on Exhibit "A". The side lines of the Easement shall be lengthened or shortened to terminate at said West line of the subject property and the said West line of existing 30-foot Water Sewer easement, as shown on "Exhibit A". ALSO: A Temporary Construction Easement containing 120,207 square feet, or 2.76 acres more or less, being North and East of and adjacent to the above -described Utility Easement and 530 square feet, or 0.01 acre South of and adjacent to the above -described Sewer Easement as shown on "Exhibit A". UTILITY EASEMENT TRACT NO: 3 PARCEL NO: 765-13178-000 & 765-13197-000 STATE OF ARKANSAS COUNTY OF WASHINGTON KNOW ALL MEN BY THESE PRESENTS: That for and inconsideration of $1.00 and other valuable considerations to the undersigned, City of Fayetteville, the receipt of which is hereby acknowledged, the said Grantor does hereby GRANT, SELL AND CONVEY unto the CITY OF ELKINS, an Arkansas municipal corporation (herein styled Grantee), its successors and assigns, the perpetual right of way and easement for the purpose of constructing, maintaining, inspecting, operating, testing, and repairing and replacing public water transmission line(s) and/or sewer collection or force main line(s) and related facilities on, over, across and under the following described real estate located in Washington County, Arkansas, to -wit: Property Description As described in Record Deed: Book 522, Page 52 and Book 535, Page 276 Permanent Water and Sewer Easement and Temporary Construction Easement See attached "Exhibit A" and "Exhibit B". TO HAVE AND TO HOLD unto said Grantee, its successors and assigns, forever or until said easement is fully abandoned. The Grantor hereby covenants that Grantor is lawfully seized of said land and premises, and Grantor will forever warrant and defend the title to said lands against all legal claims whatsoever. The Grantor agrees not to interfere with the operation of any utility infrastructure or facilities in any way. The Grantor agrees not to erect any building, structures or fences in said utility easement. No trees shall be planted or permitted by Grantor on said utility easement. Grantor shall not be entitled to any compensation for fences or growing crops removed or disturbed within this utility easement by virtue of Grantee's exercise of the rights under this agreement. The Grantor agrees not to permit any other utilities to be located in the easement without the written consent of Grantee. As further consideration for the utility easement rights granted herein, it shall be Grantee's responsibility to ensure that, upon completion of construction, any driveway, parking area or fence moved, taken down, damaged or otherwise altered by Grantee or its contractor(s) during and as a result of construction is returned to the same or better condition as existed immediately prior to construction. Further, it shall be Grantee's responsibility to ensure that any yard, pasture or field lying within the easement area which is damaged by Grantee or its contractor(s) during construction shall be repaired using the same type and variety of grass as predominated the easement area immediately prior to construction. The consideration recited herein is in full satisfaction of every right hereby granted. All covenants and agreements herein contained shall extend to and be binding upon the respective heirs, legal representatives, successors and assigns of the parties hereto. It is hereby understood and agreed that the party securing this grant in behalf of the Grantee is without authority to make any covenant or agreement not herein expressed. TEMPORARY CONSTRUCTION EASEMENT Grantor does further hereby grant, bargain and convey unto the said Grantee and unto Grantee's successors and assigns, agents, employees, and contractors a non-exclusive temporary construction easement for the construction and installation of utility and other related improvements upon, along and across Grantor's property described above. The temporary construction easement shall be used by the Grantee only during periods of actual construction and installation activity and for any necessary restoration of the easement property to a clean, slightly and safe condition, with all rubbish, trash and debris removed therefrom, and all such construction, installation and restoration is to be done and completed by and under the Grantee's supervision and at the sole expense of the Grantee. The temporary construction easement shall terminate when this project has been completed and accepted by the City of Elkins, Arkansas. IN WITNESS WHEREOF, the Grantor hereunto sets his hand and seal this day of , 20 Grantor: City of Fayetteville BY: 2 ACKNOWLEDGMENT STATE OF ARKANSAS ) ) ss. COUNTY OF WASHINGTON ) On this day came before me, a Notary Public within and for the State and County aforesaid, personally appear , to me known (or satisfactorily proven) to be the identical persons who executed the within and foregoing instrument and acknowledge to me that they executed the same as their free and voluntary acct and deed for the uses and purposes therein set forth. WITNESS my hand and seal as such Notary Public on this day of', 20 Notary Public My Commission Expires: PARCEL NO. 765-13178- 000 & 765-13197- 000 CITY OF FAYETTE�ILLE 535-276 & 522-368 41 ly 6.09' ... PROPOSED TEMPORARY . : �.. CONSTRUCTION EASEMENT PROPOSED ')R-FnnT SEWER E/ R/w i3 311•S� R/W R/W LINE ANGLE DISTANCE L1 N 75°17'27" W 14.14 L2 S 59°42'33" W 18.07' L3 N 75' 17'27" W 56.94' L4 N 30° 17'27" W 38.93' L5 N 54°49'08" W 1 81.09' L6 S 35*26 15 W I8.22 AREA CALCULATIONS SQ. FT. ACRES PROPOSED UTILITY EASEMENT 28,884 0.66 PROPOSED TEMP. CONST. EASEMENT 36,205 0.83 I�:z.�l.�yazyarr�a:»iria PL- A� J \ a I a a�T I n a yJ a I /z L/ PL �'; R/11, Z �5323" W 7x ' SE CORNER SW 1 /4 SW 1 /4 SECTION 22 T-16-N R-29-W ry LEGEND BEARINGS - GRID PL PL EXISTING PROPERTY LINE ARKANSAS NORTH ZONE R/W EXISTING RIGHT OF WAY LINE GRAPHIC SCALE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE — — — — — — — — — — PROPOSED TEMP. CONST. EASEMENT LINE 200 0 1 I 200 ( IN FEET ) THIS EXHIBIT IS A SKETCH DESCRIP77VE ONLY OF THE SIZE, SHAPE I inch = 200 ft. AND LOCATION OF THE PROPOSED EASEMENTS AND DOES NOT CONSTITUTE A PLAT OR SURREY OF THE GRANTORS PROPERTY. 2049 EASTJOYCEBOULVARD CITY OF ELKINS JOB DATE ELKINS, ARKANSAS �' SUITE400 19W01211210 JULY 15, 2022 FAYETTEVILLE, ARKANSAS 72704 ELIKINS WASTEWATER „ TRACT 3 479527-9100 "EXHIBIT A COLLECTION SYSTEM IMPROVEMENTS "EXHIBIT B" Tract: 3 Parcel: 765-13178-000 & 765-13197-000 Owner: City of Fayetteville SEWER EASEMENT DESCRIPTION A part of the Southeast Quarter (SE 1/4) of the Southeast Quarter (SE1/4) of Section Twenty-one (21) and the Southwest Quarter (SW1/4) of the Southwest Quarter (SW1/4) of Section Twenty-two (22) all in Township Sixteen (16) North, Range Twenty-nine (29) West, Washington County, Arkansas, being more particularly described as follows: COMMENCING at the Southeast corner of said Southwest Quarter (SW 1/4) of the Southwest Quarter (SW1/4); thence N 85°53'23" W along the South line of said of said Southwest Quarter (SW1/4) of the Southwest Quarter (SW1/4) a distance of 527.31 feet; thence leaving said South line N 02°38'54" E a distance of 204.44 feet to the Centerline of a Twenty-five foot Sewer Easement being the POINT OF BEGINNING of said Centerline; thence along said Centerline the following: N 75°17'27" W a distance of 14.14 feet, S 59°42'33" W a distance of 18.07 feet, N 75°17'27" W a distance of 56.94 feet, N 30°17'27" W a distance of 38.93 feet, N 75°17'27" W a distance of 442.82 feet, N 74°32'01" W a distance of 311.57 feet, N 64°00'46" W a distance of 261.68 feet, N 54°49'08" W a distance of 81.09 feet, S 35°26'15" W a distance of 8.22 feet to the North line of an existing 30-foot Water Sewer easement recorded in file 2014-00018110 and the end of said Centerline, containing 28,884 square feet or 0.66 acres, more or less as shown on Exhibit "A". The side lines of the Easement shall be lengthened or shortened to terminate at said East line of the subject property and the North line of said existing 30-foot Water Sewer easement, as shown on "Exhibit All. ALSO: A Temporary Construction Easement containing 36,205 square feet, or 0.83 acres more or less, being North of and adjacent to the above -described Sewer Easement as shown on "Exhibit A". January 28, 2023 Zara Niederman 111h St Cottages, LLC 632 Bella Vista Rd. Bentonville, AR 72712 Mr. Tim Nyander Water and Sewer Department City of Fayetteville CC: Mr. Corey Granderson Dear Mr Nyander, I am writing to submit a request for consideration of a Cost Share for a water line on 11th St just east of S Washington Ave, and on the southern entrance to the Willow Bend subdivision. The site is approximately 2/3 of an acre, and is zoned RIU. We are looking at building 9 cottages in a cluster housing development. In order to service these houses, we will need to install a water line from Washington Ave to our the corner of our property, approximately 174', and then extend it in along the frontage of our property to the middle of the property, an additional approximately 62', for a total of 236'. This service will benefit our development, but it will also have the potential to benefit our neighbor to the west, , who may be able to use this to build more units on his vacant lot. In addition, it may provide a future benefit to our neighbor across the street, 1090 S Washington, as well as all of the lots to the north of that lot, which are bordered on both sides by alley right-of-ways, but with no current utility services. It is possible that the waterline may in the future be able to be connected to the Willow Bend waterline to make a full service loop for better connectivity, service and flow. This waterline and development, while not directly in the boundaries of the original 1910 city limits, I believe meets the general philosophy of infill development, in line with City Plan 2040. This neighborhood Berl Dodd (aka Burl Dodd) appears to have been platted in 1926, so just shy of 100 years ago, and is 4 blocks to the south of the southern 1910 border. It is surrounded by development to the East, West, South, Northeast and Northwest. This location is within the Walker Park Neighborhood Master Plan area, adopted in 2008, and we believe the development plan is consistent with that plan. In addition, we believe it is in line with Fayetteville Vision 2025, one of those items from that vision being "Revitalized South Fayetteville". Below is our Engineer's Estimate of Probable Costs. We are requesting a 50% cost share. My understanding is that once submitted, it will go to the Water and Sewer Board with your recommendations for whether or not to support this. If it is supported by the Board, we will then provide detailed bids in order to be presented to the City Council. If you need any additional information or documentation in the meantime, please reach out to me or our engineer, Brian Teague at Community By Design. Thank you for your consideration, Zara. N u o�wta o, Zara Niederman Community By Design 100 west Center Street, Suite 300 Fayetteville, Arkansas 72701 Phone: (479) - 79D - 6775 Schedule 1 11th Street water Main - Per Plan$ Dated 11/18f22 Public IArastructure Cost Estimate - Draft 1 /15J2023 Quantity Unit Unit Cost Total Cost 1 Tap Water Main - Tap Sleeve, Valve, Pavement Repair 1 Each $11,00.00 $11,900.00 2 9 inch -''VG Water Main 236 L.F. $105.00 $24,780.00 3 a loch - Gate Valve 1 Each $3,528.00 $3,523.00 42 inch -Gale Valve 1 Each 81,722.00 $1,722,00 7 Fittings 1 Each S35B3.00 $3,563.00 5PavementRepair -CutandT-patch 236 L.F. $49.00 $11.664.00 61 Mill and Overlay Pavement 1 Each S21,000.00 $21,000.00 8 Testing 1 Each S2,100,00 $2,100,00 91 Engineering 1 Each $8,485.40 $8,485.40 Total $88.642.40 V y� 0. za. PVC RSF-18 r..ae wm—t R-01 236.3 Feet City of Fayettevi I I e Monthly Report for January 2023 February 22, 2023 City of Fayetteville ,oacobs CITY OF FAYETTEVILLE ARKANS ARKAN5A5 �. . _..-, p.^ram Fayetteville Monthly Report for January 2023 Table of Contents 1. Executive Summary ....................................................................................................................................3 1.1 Fayetteville Team......................................................................................................................................................3 1.2 Special Projects..........................................................................................................................................................3 1.3 Compliance..................................................................................................................................................................3 1.4 Financials......................................................................................................................................................................4 2. Plant Operations.........................................................................................................................................5 2.1 Process Control........................................................................................................................................................... 5 3. Laboratory ....................................................................................................................................................6 3.1 Noland and West Side Analysis............................................................................................................................6 3.2 BMSAnalysis...............................................................................................................................................................6 4. Biosolids Management Site.....................................................................................................................7 4.1 Biosol ids Operations ................................................................................................................................................. 7 4.2 Hay Operations...........................................................................................................................................................7 4.3 Water Treatment Residuals....................................................................................................................................7 4.4 Maintenance................................................................................................................................................................7 4.5 Dryer Installation Project........................................................................................................................................7 4.6 Revenue.........................................................................................................................................................................8 Table 4-1: Revenue generated from the BMS..............................................................................................................8 5. Maintenance ................................................................................................................................................9 5.1 West Side.......................................................................................................................................................................9 5.2 Noland............................................................................................................................................................................9 5.3 Lift Stations..................................................................................................................................................................9 5.4 Key Performance Indicators/ Measures..........................................................................................................10 Figure 5-1: Labor Hours by Work Order Type............................................................................................................10 Figure 5-2: Work Order Count by Type......................................................................................................................... 11 5.5 Capital Improvement Projects(CIP)................................................................................................................11 6. Industrial Pretreatment.........................................................................................................................12 Table 6-1: Revenue generated from the Industrial Pretreatment Program(IPP).....................................12 Figure 6-1: IPP revenue total from surcharges, fees, and fines........................................................................13 Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month.......................................13 7. Woolsey Wet Prairie................................................................................................................................14 8. Sustainability, Stewardship & Community Involvement...............................................................15 8.1 Adopt a Street: Broyles Ave Quarterly Clean-up........................................................................................15 8.2 MLK Jr. Day of Service........................................................................................................................................... 15 8.3 West Side Tours with ARArtsAcademy High School...............................................................................16 9. Health & Safety........................................................................................................................................17 .,acobs- Fayetteville Fayetteville Monthly Report for January 2023 Appendix A: Effluent & Influent Data...............................................................................................................18 Appendix B: Jacobs Employee Vacancy and Project Status Report..........................................................23 Jacobs- Fayetteville Fayetteville Monthly Report for January 2023 1. Executive Summary 1.1 Fayetteville Team The Fayettevil le team consists of 48 members of which only 97.5% is dedicated tothe FayetteviI le Projects and 2.5% are assigned to assist with other Jacobs Projects. During the month there were six open positions. The Jacobs Regional Support team was utilized to assist with the work order backlog, capital improvement projects, and various special projects. The Employee Vacancy and Project Status Report is presented in Attachment A. 1.2 Special Projects 1.2.1 Dryer Installation Project The Dryer Installation Project Phase I Out -of -Scope Agreement was authorized on October 13, 2022. The Dryer Installation Project Phase II Out of Scope Agreement was authorized on December 13, 2022. The Phase I Dryer Installation provided details for two (2) work components and Phase II provided detailsfor the remaining twenty (20) work components. The Out -of -Scope Agreements identified labor would be provided from onsite and regional support staff to assist the City and the City vendors with modificationsto Solar House Fand the installation of the Griffin Dryer. The team documented the project status during the month of January and provided 483 labor hours to the dryer installation project. Additional details for the dryer installation project are provided in Section 4.5 of this report. 1.2.2 Noland Master Plan The City engaged Garver Engineering to develop the Noland 2023 Master Plan. On September 21, Garver hosted the kickoff meeting with attendees from the City and Jacobs. On September 30, we received a Site Records and Maintenance Data Request along with a sampling location list. The staff developed a Sampling Plan, and thiswas submitted to the city on November 28, 2022. On December 1, the site hosted the Noland Facility Assessment tour. The attendees included approximately 12 Garver Engineers, 8 Jacobs Employees, and 2 City Representatives. Theteam completed the additional sampling request during December and the resultsare still pending at the time of this report. During January, the staff attributed a total of 4 hours, reviewing and entering data for the Noland Master Plan Project. 1.3 Compliance 1.3.1 Noland The Noland facility met all discharge permit parameter limits throughout January and there were no sanitary sewer overflows reported at the facility or at the lift stations. 1.3.2 West Side The West Side facility met all discharge permit parameter Iimits throughout January and there were no sanitary sewer overflows reported at the facility or at the lift stations. Fayetteville Monthly Report for January 2023 1.4 Financials The month ended with a positive financial variance. The non -labor expenses were slightly over budget and the labor expenses were slightly under budget which reflect the four staff vacancies. The Budget Performance Table (below), January (year-to-date) projected budget for the year is favorable by $4,199. Budget Performance Month Labor Dollars (tort -Labor Dollars Monthly Dollars Jan202� 5=.1,» 51.9i5 -Ss.199 Feb 2023 Thar 2023 Apr 2023 May 2023 Jun 2023 Ju12023 Aug 2023 Sep 2023 Oct 2023 Nov 2023 Dec 2023 Minimum -56,114 51,915 -54.199 Maximum -S6,11-1 51.915 -54.199 Fayetteville Monthly Report for January 2023 2. Plant Operations The January Operations and Special Events are detailed in this section. A table summary of the effluent quality and influent loadings is provided in Appendix A. 2.1 Process Control 2.1.1 Noland During the month of January, the Noland Wastewater Treatment Facility (WTF) continued to maintain nitrification despite bio processwater temperature reaching a low of 9.54 degrees Celsius. Historically during the winter months, the Noland Facility experiences intermittent nitrification process issues. The intermittent nitrification swings have been avoided by strict bioprocess controls that have been implemented. The staff monitors the biomass consistently and maintains targeted parameters while only making small preemptive changes at the first indication of target deviation. Utilization of the loading equalization has also been crucial to maintaining a healthy biomass by means of strategic influent and effluent pond flow return. This ensures that the biomass is constantly supplied with a consistent Biochemical Oxygen Demand (BOD) and nutrient load. During the month of January, the staff recorded a total of 3.93 inches of rain. The peak influent flow occurred on January 14 at 14.32 million gallons. 2.1.2 West Side The West Side Wastewater Treatment Facility maintained normal operating parameters throughout the month of January. The staff recorded 3.4 inches of rain along with a peak flow of 33.97 MGD recorded cn on January 18 Fayetteville Monthly Report for January 2023 3. Laboratory The Fayetteville Laboratory provides sampling and analysis for process control and regulatory compliance for both the Noland and West Side WRRF's, BMS, and IPP. Matt Benton, and Walter Chodor were the recipients of the prestigious Jacobs OMFS Teamwork Awards issued for excellence in job performance. 3.1 Noland and West Side Analysis The Quarterly Toxicity Reduction Evaluation THE report was sent to ADEQ. This report is completed by FTN Associates in the month following the quarterly Whole Effluent Toxicity sampling period and is reviewed and forwarded from the City to ADEQ. The THE plan is expected to end in the Spring provided no further indications of toxicity are observed. An Internal Laboratory Audit wasconducted by Jacobs Compliance& Reporting professional, Ryan Vedrode. This internal review is aimed at identifying issues that could lead to compliance, safety, or contract excursions and preventing any findings from causing an occurrence. In the close-out interview, Ryan expressed a very satisfactory review of the facilities and the team. A follow-up report will be made available so that any issues identified can be documented and addressed. 3.2 BMS Analysis The annual Water Treatment Residual (WTR) sample was collected and sent to Geotechnical & Testing Services (GTS) for the following parameters: pH, total solids, potassium, phosphorus, sodium absorption ratio (SAR), and metals aluminum, arsenic, cadmium, copper, iron, lead, mercury, molybdenum, nickel, selenium, and zinc. Data results revealed no unusual trends or excursions. Fayetteville Monthly Report for January 2023 4. Biosol ids Management Site 4.1 Biosol ids Operations During the month of January, the Wastewater Treatment Facilities produced 2,024 wet tons of belt -filter - pressed biosolids. Approximately 166 tons were sent directly to the landfill. These solids were a result of Solar House F being taken out of service for the new dryer installation. Approximately 1,858 wet tons were spread into the solar houses and partially dried before disposal at the landfill. A total of 1,504 tons of partially dried biosolids were sent to the landfill. This computes to 354 tons of water removed from the material before disposal. By partially drying biosolids before hauling to the landfill, it is estimated that $17,059 wassaved in tipping fees.Thetotal cost of tipping feesforthe month of January was approximately $78,091. On January 29th, Northwest Arkansas was impacted by a cold weather system producing sleet and ice. For 3 days, the staff was unable to haul biosolidsfrom the treatment facilitiesto the Biosolids Management Site (BMS) and to the Eco-Vista landfill due to icy road conditions. When road conditions improved, the BMS staff worked overtime and weekends to reduce the biosolids inventory that had accumulated. 4.2 Hay Operations There was approximately 9 tons of hay sold during the month of January. 4.3 Water Treatment Residuals Despite the challenging weather situations, the BMSwas able to successfully land apply 70 loads or 1,249 tons of Water Treatment Residuals (WTR). The BMSstaff had to be strategic with the application of these residuals. The application zones located in the higher elevations are reserved for the wet season. 4.4 Maintenance The Spreader Truck, Unit #768, is still out of service pending repairs, labor resources are occupied with the new dryer installation. The staff is utilizing Asset #5070 (trailer spreader) for the application of the WTR 4.5 Dryer Installation Project The BMSstaff made significant progresstoward the construction phase of the dryer project. The dryer room floor was marked for the layout and installation of the dryer and on January 27t". The dryer vendor, Griffin delivered two semi -trucks containing some of the major dryer components. The staff worked with the City Vendor and assisted with offloading the equipment. The equipment was placed into storage for the arrival ,d of the next delivery which is scheduled on February 3 Fayetteville Monthly Report for January 2023 4.6 Revenue Dryer Parts Arrive at BIAS Table 4-1: Revenue generated from the BMS Product Hay Fertilizer Water Treatment Residuals Tons Sold/ Received 9 N 1,249 Revenue Generated $652.70 $0 $40,484.00 Fayetteville Monthly Report for January 2023 5. Maintenance 5.1 West Side Routine preventive maintenance activities continued throughout January. 5.2 Noland In December, the Returned Activated Sludge (RAS) pump #1 was removed from service and sent to Jack Tyler for a pump rebuild. The pump was returned last month, and a crane was scheduled this month for installation. The staff replaced the pump and returned the system to normal operational service with two functional RAS pumps. The Wet weather basin #1 drain line was severely clogged. The maintenance staff drain the basin with assistance from the City and their vac truck. The blockage was cleared, and the basin was returned to service. Noland Wet Weather Basin City vac truck was utilized to drain the basin and a clogged drain line was cleared S 5.3 Lift Stations The wet well lids were replaced at Lift Station 32, Silverthorne, and Lift Station 27, Stonebridge Meadow Phase I. This completesthewet well lid replacement project; all four lift station lidshave been replaced.The old lids were very corroded as they were made of coated carbon steel and had become a cause for safety concerns. The new lidsare made of aluminum with stainlesssteel hardwarefor a longer life expectancy. At Lift Station 47, Albright Road, in August 2022, the staff investigated a flow discrepancy and discovered a nonfunctioning check valve on pump #2. The replacement parts were ordered (last August) and arrived this month (January 2023). The check valve was replaced, and the system was returned to normal operational status. Fayetteville Monthly Report for January 2023 Lift Station 47 Albright Road Pump #2 check valve rep Laced 5.4 Key Performance Indicators/ Measures Figure 5-1: Labor Hours by Work Order Type ❑ 163.00, 0 ❑ 0.00, 0 ❑ 559.81, 0 ❑ 87.20, 0 1025.40,0 0 ❑administrative corrective maintenance emergency corrective maintenance non 48.50, 0 emergency corrective maintenance from pm/ pdm preventive maintenance prof ect ❑ safety Fayetteville Monthly Report for January 2023 Figure 5-2: Work Order Count by Type ❑administrative corrective maintenance emergency corrective maintenance non emergency corrective maintenance from pm/ pdm preventive maintenance prof ect ❑ safety 1462, 89 , 5.5 Capital Improvement Projects (CIP) ❑ 0, 0% ❑ 53, 3% 22, 1 % 4,0% 82, 5% 30.2% During this last year, the staff began noticing debris and grit accumulation in the wet weather and biomass basins, downstream of the headworks. The failing headworks equipment was thoroughly evaluated in January as the staff began a deep dive into the Noland Headworks issues. The staff identified multiple equipment issuesand are in the process of obtaining quotes for the following: • Refurbish 1 band screen — 150 K • Gate replacement (10 gates) • Fine screen and miscellaneous valve replacements • Grit System refurbishment is in process A purchase order was received for a replacement variable frequency drive (VFD) for pump #1 at the Farmington lift station. Fayetteville Monthly Report for January 2023 6. Industrial Pretreatment Baldwin Piano Remediation Site submitted plans to ADED in September of 2022. There appears to be an extended internal delay according to Jeremy Brooks, FTN Associates. After DEC) approval, the plan will progress into a DBA review of bidders for the construction and operation contract, followed by the full bidding and construction phases. The construction phase is expected to be of variable length due to supply chain issues. John Byrd, Industrial Pretreatment Program Coordinator received the Jacobs OMFS group's prestigious Pretreatment Professional Award of Excellence during January. Last month, he received the Northwest District Arkansas Waterworks & Water Environment Association Individual Achievement Award for Wastewater Pretreatment Professional for the year for the second year in a row. The staff continue monitoring Ecotech discharge for excess loadingsat the end -of -pipe location. Additional sampling wil I be conducted to determine if the current actions have addressed the issue. Annual training and holiday scheduleswere sent to the waste. Hiland Dairy has complied with the requirements of their Compliance Schedule to obtain and install a flow meter that can be calibrated for their effluent industrial process discharge. Due to delays in ordering and installation, they have not fully completed thistask. The installation deadline is February 2023. The monthly surcharge and waste hauler reports were completed and sent to the city for billing. For revenue generated from the IPP, see Table 6-1 and Figure 6-1. Table 6-1: Revenue generated from the Industrial Pretreatment Program (IPP) Revenue $41,698.31 Surcharges on December data $1,750.00 Fees from hauled waste accepted in January $0.00 Other fees paid in January $0.00 Fines assessed in January Zero violations for all industrial users Violations on December data Fayetteville Monthly Report for January 2023 Figure 6-1: IPP revenue total from surcharges, fees, and fines Revenue Generated Industrial Pretreatment Program $140,000 $120,000 $100,000 $80,000 $60,000 $20,000 �4- oet oe" ,oet ,oei o�eAS, ece� � � O 02022 Monthly Surcharge Fees plus Hauled Waste Fees 2023 Monthly Surcharge Fees plus Hauled Waste Fees 40 35 30 25 20 15 10 5 0 Figure 6-2: Loads of hauled waste -by hauler and cumulative loads per month 2023 m111111111111112022APT � 2022 BJ 2022 CAC 2022 Total 13 Fayetteville Monthly Report for January 2023 7. Woolsey Wet Prairie In January, the staff provided site management updates to Eco Inc. in response totheir questions concerning onsite tree management practices and oversight of the designated Tree Preservation Areas (TPA) component. The staff collected high resolution drone aerials of Woolsey Wet Prairie in 2022 which was uploaded into ArcGIS. The GIS imagery provided a high -resolution map of Woolsey that highlighted vegetation with such clarity that assured there were no re-emergence concerns and reassurance that tree canopy strategy goals were on target following six growing seasons of successful tree management efforts. Of special note are2.43 acresof tree canopythat wasdelineated compared to 2.26 acresof permit required tree canopy. The staff provided a multi -tiered treatment prioritization matrix of all tree species outside the designated TPA's across Woolsey Wet Prairie. GIS Imagery of Tree Canopy Strategy Fayetteville Monthly Report for January 2023 8. Sustainability, Stewardship & Community Involvement 8.1 Adopt a street: Broyles Ave Quarterly Clean-up On January 101h, ten staff membersgeared up and trekked along the 1.5 milesto participate in our quarterly clean-up of Broyles Avenue. Theteam adopted thisstreet through the City of Fayetteville'sKeep Fayetteville Beautiful Committee. The ten team members completed over an hour of work each, an approximately 150 pounds of trash was collected from the Broyles' sidewalks and curbs. 8.2 M LK Jr. Day of Service On January 16'h, three staff members along with various family members spent the afternoon teaming up with the City's Environmental Action Committee and Parks & Recreation Department, the NWA Master Naturalists, New School Students, and other local volunteers to participate in the MLK Jr. Day of Service by cutting back and removing several categories of invasive species in the recently opened Lower Ramble of the Fay Jones Woods. �01 1� Foyettev Me Env konmenfoI Action CommiHee INVITES YOU ra Vat-UNTEEP AT AN INVASIVE SPECIES REMOVAL iv rq E FAY doNEs wooDS' �aWCP PAA+pLtr loafs and twining will be provided - Sturdy shoes and long sleeves strongly recommended. Monday, Jan. 16th 2023 -00 PM Meet Fayetteviile Public Library South Parking Lot i Fayetteville Monthly Report for January 2023 9. Health & Safety Wes Cloud, Safety Professional and the Safety committee hosted them onth I yplantwide meeting. Mr. Cloud provided a presentation on the Leading and Lagging safety indicators. A new year brings new safety committee members; David Post, Justin sweeney, and Ben Shondelmyer. They were chosen by their respective departments to be this year's safety ambassadors. All three have been observed as going above and beyond with our safety culture. Mr. Cloud and Donna McChristian have been adding new tutorials and additional resources to the weekly site inspection forms. The newtoolswill aid in training new memberswith their dutiesand provide guidance to contribute actionable improvement to the safety program. Fayetteville —Monthly Report for January 2023 Appendix A: Effluent & Influent Data White River Effluent Characteristics Jacobs 2023 Monthly Average Flow (MGD) WR CBOD (mg/ L) WR CBOD (Ibs( d) WR TSS (mg/ L) WR TSS (Ibs( d) WR Phos (mg/ L) WR Phos (Ibs( d) WR Ammonia (mg/ L) WR Ammonia (Ibs( d) D.O. Avg Min (mg/ L) pH Min (s.u.) p H Max (s u) Fecal Col iform (MPN/ 100ml) Permit Limit Dec -Mar 20.0 2,102 15.0 1,576 1.0 105.0 4.0 420 8.7 6.0 9.0 1,000 January 6.4 3.8 205 2.6 140 0.15 8.0 0.09 5 16.1 7.4 7.6 26 February March April May June July August September October November December Average 6.4 3.8 205 2.6 140 0.15 8.0 0.09 5 16.1 7.4 7.6 26 18 Fayetteville —Monthly Report for January 2023 White River Effluent Characteristics —Minerals Jacobs 2023 WR TDS (mg/ L) WR TDS (Ibs/ d) WR Sulfate (mg/ L) WR Sulfate (Ibs/ d) WR Nitrate (mg/ L) WR Nitrate (Ibs/ d) Permit Limit Dec -Mar 500 52,542 119 12,505 report report January 295 16,410 59 3,282 5 261 February March April May June July August September October November December Average 295 16,410 59 3,282 5 261 Fayetteville -Monthly Report for January 2023 Goose Creek Effluent Characteristic Jacobs 2023 Monthly Average Flow GC BOD Clow (mg/ L) GCCBOD (Ibs/d) GCTSS (mg/ L) GCTSS (Ibs/d) GC Phos (mg/ L) GC Phos (lbs/d) GC Ammonia (mg/ L) GC Ammonia (Ibs/d) D.O. Avg Min (mg/ L) pH Min (s.u.) pH Max (s.u.) Fecal Coliform (MPN/ 100ml) Permit Limit Dec -Mar 13.3 1,109.2 15.0 1,251 1.0 83.4 3.7 341.9 8.7 6.0 9.0 1,000 January 9.9 2.0 173.0 1.2 104 0.09 7.2 0.08 6.45 10.5 7.1 7.3 5 February March April May June July August September October November December Average 9.9 2.0 173.0 1.2 104 0.09 7.2 0.08 6.5 10.5 7.1 7.3 5 Fayetteville —Monthly Report for January 2023 Paul R Noland Influent Characteristics Jacobs Noland WRRF Monthly Average Flow (MGD) Hydraulic Loadings Percent of Design BOD Loading (Ibs! d) Organic Loading percent of Design TSS Loading (Ibs! d) TSS Loading percent of Design PO4 Loading (Ibs! d) PO4 Loading percent of Design NH3 Loading (Ibs! d) NH3 Loading percent of Design Designed (Annual Avg.) 12.6 29,666 23,198 765 2,250 January 6.2 49.0% 13,140 44.3% 7,756 33.4% 217 28.4% 760 33.8% February March April May June July August September October November December Average 6.2 49.0% 13,140 44.3% 7,756 33.4% 217 28.4% 760 33.8% Fayetteville —Monthly Report for January 2023 West Side Influent Characteristics Jacobs West Side WRRF Monthly Average Flow (MGD) Hydraulic Loadings Percent of Design BOD Loading (Ibs! d) Organic Loading percent of Design TSS Loading (Ibs! d) TSS Loading percent of Design PO4 Loading (Ibs! d) PO4 Loading percent of Design NH3 Loading (Ibs! d) NH3 Loading percent of Design Designed (Annual Avg.) 10.0 14,595 14,595 584 1918 January 9.9 99.4% 11,398 78.1 % 10,453 71.6% 180 30.8% 1,126 58.7% February March April May June July August September October November December Average 9.9 99.4% 11,398 78.1 % 10,453 71.6% 180 30.89/6 1,126 58.7% Appendix B. Employee Vacancy and Project Status Report Department Job Title Employee Name Fayetteville % FTE Admin Project Manager Jan Guy 82.00% Admin Assistant Project Manager Vacant 100.00% Admin Project Specialist Sarah Garrison 100.00% Admin Environmental Specialist Jeff Hickle 100.00% Admin Health, Safety, Compliance Professional Wes Cloud 70.00% Admin Project Coordinator Brandi Miller-DeWeese 90.00% Admin Administrative Assistant Christy Taylor 100.00% Admin Administrative Assistant Kassandra Foster 100.00% BMS BMS Supervisor Peter Burrow 100.00% BMS Lead Operator John Tenberge 100.00% BMS Operator I David Dajani 100.00% BMS Equipment Operator Charlie Boger 100.00% BMS Equipment Operator Anthony DeJesus 100.00% BMS Equipment Operator Vacant 100.00% BMS Operator In Training Vacant 100.00% BMS Operator In Training Ben Shondelmyer 100.00% BMS Operator In Training Robert Donnell 100.00% BMS Operator In Training Vacant 100.00% BMS Mechanic Mike Reed 100.00% Admin Admin-Ops Supervisor Thom Vinson 90.00% LAB Laboratory IPP Director Donna McChristian 90.00% LAB Industrial Pretreatment Coordinator John Byrd 100.00% LAB Lead Laboratory Analyst Matt Benton 100.00% LAB Laboratory Analyst Walter Chodor 100.00% Maint Maintenance Supervisor Joshua Alleman 100.00% Maint Lead Mechanic Brian Daniels 95.00% Maint Lead Electrician Tim Marr 70.00% Maint Mechanic Robert Ingram 100.00% Maint Mechanic Buddy Carter 100.00% Maint Mechanic Tom Cotter 100.00% Maint Mechanic Paul Goolsby 100.00% Maint Mechanic Rick Dollarhide 100.00% Maint Mechanic Michael Spohn 100.00% Maint Mechanic in Training David Post 100.00% Maint Mechanic in Training Caleb Wheeler 100.00% Operations Operations Supervisor Shawn Santellanes 100.00% Operations Lead Operator Travis Patton 100.00% Operations Operator I Anthony Ramsfield 100.00% Operations Operator I Justin Sweeney 100.00% Operations Operator Tom Meunier 100.00% Operations Operator Chandler Smothers 100.00% Operations Operator Brittney Doyle 100.00% Operations Operator In Training Jeremy Johnson 100.00% Operations Operator In Training Michael Stout 100.00% Operations Operator In Training Patrick Cypret 100.00% SCADA SCADA Supervisor Mayo Miller 100.00% SCADA Instrument & Control Tech Pat Cooley 95.00% SCADA Instrument & Control Tech Preston Jones 100.00% SCADA Information & Operational Tech James Mason 50.00% Authorized Positions = 49.0 Filled Positions = 45.0 Filled FTE's= 43.3 REGIONAL SUPPORT and SPECIAL PROJECTS (Performed in scope) Area Reason Name Hours SCADA Network Upgrade Scada Regional Support 30.75 Maintenance Maintenance, Reporting, and IT Related Activities Various Regional Staff 305.5 BMS Dryer Installation Project Staff & Regional Support 483.3 Noland Master Plan Data Request and Sampling Planning Staff 4.0