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Bid PW 02-00-12-20 Final Progress ReportPatty Burnette From: Connie Vanassche <ccvgovser@gmail.com> Sent: Thursday, June 3, 2021 9:50 AM To: Acevedo, Arlene; env.roi@laspbs.state.fl.us; legislativeaffairs@dep.state.fl.us; legislativeaffairs@floridadep.gov Cc: Marcos Montes De Oca; Robin Brock; India Riedel; David Allen; Kay Matchett; Jim Spratt; casgovser@gmail.com; Patty Burnette Subject: LP47020 - Final Progress Report - �ity of Okeechobee Attachments: As-Builts - FDEP LP47020.pdf; LP47020_final rpt_file copy_000121.pdf; 5-24-21 _ Cert Ltr-Density Tests_LP47020.pdf Good Morning Arlene -- On behalf of the City of Okeechobee, please accept the attached deliverables for the SE 8th Avenue Stormwater project for your records: 1. Final Progress Report that includes construction progress photos. 2. As-builts 3. Engineer's Letter of Certification with Density Tests Task 1- Construction is 100% completed prior to the December 2021 deadline. Please advise if you have trouble with the attachments or if we can be of any assistance. Thank you for your kind consideration and support! It's an absolute pleasure working with you and I look forward to teaming up with you in the future! Kindest Regards, Connie Connie Vanassche (561-512-0089) James R. Spratt (850-228-1296) Dale Milita (561-718-2100) CAS Governmental Services, LLC "Communication Advocacy Specialists" P.O. Box 35 Canal Point, FL 33438 Ph: 561.924.7702 Fax: 866.929.8006 Email: ccv�ovser@�mail.com i Date: 5-14-2021 City of Okeechobee 8th Avenue Drainage Improvements ASI�UlItS Structure 7able Edge of Payment Elevation Structure No. lilm Eku N inv�rt Elw Slnven Elev E Invert Elev W inven Elev Item No. Elewfron 1. a 1 .4 z1.a5 1. 2. 1 16.9 21._3 1.0 21.13 4 1. 16. 1.1 1. 1 1.0 1. 1 . 1. 1 . 1/.1 1. . U :Itrvc�ueTa0lr � ; ' . ' ' s..a ! � r:.n �.. I ; fu..w. � � �..n j� t�.. � I 1 :rooll�ro :.�v:,tw�r,.i. : ::.: . �: �Wt1.wV _ :Y.R�w�w.�. :�.� !1.1 • � . . __....._�.'.. . i 14: . _ .. II�Oit�r� .. . _ ...�._ _ ___ e � 1 I � It.l �H� a - - , IS.� _ PAVING GRADING AND DRAINAGE PLAN VIEW — WITHOUT AERIAL \ RIGHT OF WAY � A O p C c.z„�.�r:_'��::.= .s.:_.--.— < i.r�ni_ „c:_�ecz �_:r,;cc^.:� �-�-�.._ __ .. . . "' �ia Y.:)c.'��[ u=:f'_"�L'' 1:.= �.�� RIGHT OF WAY ooxmacmi m� wxmui+s a mws�c ww ran �nr vm m mmxucnw n E�r w^�.r°�w�i ar�r� � �T � 7 Q r�um�o(rs m a run inu�m �ro maimx�mx rm awms NL dGWTm W1QW.S N1[ ➢I[ PPW'dtt 6 M C1i! OF Y�WOBQ NL EkGV.N� W70CNS 4W1 /E GOqmNAlm IIIIM iMC /VBIIC tiO1P3 VQMNIXf fq11161WAL MnECI MGECf W1N0 W6 : d1RE PG1M�r t111N N10iCE N6'A 70 E WID A IeWIIY Cf 7/P �K�17 CONif1ACIp! 70 CKISqA/E ALL UIU7Y WdUCt! NO MOIiY Q11' AS NE255NtT �� V'eR6Y5CNE5 �YN WPCOS YpYlFS O[ OGl PE �j^ a �� uN UA91 t/]Pii /� 1 u �AxTable � j I .. 1 r� w�wu ' i � c1101`,: • 1 � I( ��C:J/Y< I I` �� .. __..� �li a G:: Si:. n:=^`.•'x'i;:c:r.:,�s = t...n ��:_ s -_� i�C="L'IL:CI_ .•• �� _ .fSJi::C]G'C'.'._-:31:_ �� MOQ 1lDR cam.c�a m� iu � mvs wo wcrs �wt wnr scasID MM N%KARL IVIWIfT CQlIN0.9 N NAK s�a wa: �CGNM�CIOR l0 1651iCPE NL OOSIMG lARqq MFilt K M 0¢STIO CdIXKN � ius.Tv�balow. CaIlMmnywdy. 3. CONSfFtUCfION PIANS FOR SWIMFASf BiH AVENUE 1 � cin�ora;ccaiaa � ��E �� FSE�r�.vcnc CfTY OF OKEECHOBEE ).c n.nnim*en�n.. �` PAVING, �RAINAGE CONSTRUCTION PUW SHEET STATE OF FLORIUA DEPARTbIENT OF �NVIRONMF.NTAL PROTF,CTION EXHI131T A-2 12EVISED PROC:RESS REPORT FOIiM D�P AQreement No.: LP�7020 Pro'ecl TiUe: Ci of Okeechobee Tavlor Creek SE 8"' Sturn»vater Convevancc Grantee Name: Cit of Okeechobee Grantee Address: �5 SL'- Third Avenue, Okeecliobe�, FL 34974 Gr�ntce's Grant Mana er: Marcos Moirtes De Oca Re ortinQ Period: A ril - June 2021 Provide the followinQ information for ail tasks identified in the Grant W'ork Plan: Summarize the work cumpleted within each task for the reporting period. Provide an update on the estimated completion date for cach task and an explanation fur any anticipated delays or prablems encountered. Use the Ponnat provided bela�v: Task 1: Construction ($209,036) — 100"/� Completed Progress for this rcporting period: o Conslruction was 100% completed �urin;; the reporting period. o�-?4-21 Grantee submitted the Certitication oPCompletion Letter. Density Tests and As-builts deliverables. o Coitstruction progress photos are included �i-ith the report (see Pas!e 3). 0 5-?5-21 Grantee prepared and submitted Payment Request No. I-Pinal ��ith this tinal progress report in thc amount of $18=�.813.6� leavin�, a balance of unspent grant funds in the amount of $2�}.22?.3�. No additional construction expenditures are anticipated. o This pr�ject is 100% completed prior to the deadline. • Identify any delays or problems encountered: N/A o'I�ask ] is 100% completed prior to the December 3I . 2021 deadline Indicrte the com��leYion status for the follo�vin� t.�sl:s (if included in tl�e Grant Work Plan): • Desi<*n (Plans/Suhmittal): 30% ❑, (0% ❑, 90% ❑. 100% � • Permittin�,* (Completed): Yes 0, No ❑ • Construction (Estimatedl: 0 % Task 1 llcliverables: I. Dated color photo�raphs of the construction site(s) prior to, during, and immediately follo�ving completion of thc construction task, or of the portion ot'work completed when the funding supplied by this gr�nt has heen Pully espcnded; 2. Written veritication that the Grantee has received record drawings and any reyuired tinal inspection repo�t(s) for the project (as lpplicable): 3. Contractor's Application and Certification for Payment. �t. Signed acceptance of the completed work b�� the Grantc;e: and 5. Signcd statement From a rlorida Licensed Professional En�ineer indicatin�, construction has been complcted (as applicable) in accordancc with the construction contract documents, or indicatin� that construction completed by the end of the fundin� has been completed in accordance with the construction contract documents. [xhibit A-2, Pa=e 1 of � Rc��. IOili/19 - I.P-17020_C'ityufOkcc_Pinul Rcpott Deliverables Submitted: • �-2�3-2I As-Builts and Certit7cation of Completion Letter, and Density Test Reports. • Construction progress photo�raphs were submitted with each progress report. • Photographs of the site prior to construction �vere included with the progress report endin� Sept. 2017. Contract comnletion date: June 30, 2022. F,x�ected Return on Investment: Investment is the protection of tl�e State's eudangered �vaters; reduced pollutants entering protected State waters — Taylor Creek, Lake Okeechobee Watershed Basin, Caloosahatchee Ri��er Basin and Estuary; Everglades West Coast. Project suppoiKs and augments FDEP Basin ivlanagement Action Plans, the SFWMD Northern Everglades and Estuaries Protection Plan and the Federal CEPP; State water quality standards. It also addresses life, health, safety issues and protects Florida wildliFe and their habitats, (i.e., Manatees). The imporcance of proper drainage depends on our interconnected drainage system to cemove excess water after storm events, including tropical storms and hurricanes. Vegetation and structures along a canal right of way may end up in the canal and cause blockages around downstream water contro( structures. In tum, thesc obstructions �vill prevent watcr from properly draining and could result in floodiug that endangers the safety of residents in the immediate area and many miles away. Field staff must have clear access to canals for routine mainienance, repair and debris removal. During times of disaster and cmergency recovery, access becomes even more importa�t as recovery teams have to navigate lhroubh the canal system to perfumi emergency maintenance tasks. Debris and trash also can be carried by tlie stormwater runofFdirectly into a conveyance system, a lake or ca�ial. Once there, debris can pose dangers for aquatic plants and wildlife. Birds and fish can be poisoned by eating cigarette butts. Mineral oils and coolant from cars pollute the water and kill fish, frogs and other aquatic species. These substances can also hann the �vildliFe that eats tliose species. This report is submitted in accordance with the reporting requirements of the above DEP Agreeitteat number and accurately reflects the activities associated witli the project. �'�, --' s-/�r/��, Sig�iah�re of Grantee�`s Grant Manager � Date �; i Exhibit .A-2, Page 2 of 5 Rev. ] 0/ 15/ 19 - LP47020_Ciryof Okee_Final Report Construction Progress Photograpi�s for �1�ril and May g ,. � �'�_ .�" �.�, �� . .. �• "�� . . .. _ d . --�---.��.... .. -: s-_, `� �,� 3V.,� - ti i �F. �:+;�,_ ,�,.,... ;,;� 4 �,•�' .;+ ".,.:,;.�i �`* -t, �. - . . - :�`�,�ar , f ' l'y �n�°�.�'q.� - f �x �� °`�`5""'""''�f • . �i.�:Mu7"� ' : �' s, a�fr _ ,. `�� ,yY�i�', } a Y �"�;S' � - �.,.e:i1�' � �'�'n.� °. �; ;�V t, *pIC' ��. ;^?.:7.n�, -s' , > ,r ih�� F'� � �E:,, �v\ iL,k . ':.i' � . .!k 6 •aY7 � w ��;` �, +�:1 � � �:� �� "'� �, . ,n� +4 � �-'' � � l t{ :�,c :��'` �ti •�.� _ � i '( . 0 E�hibit A-2, Page 3 of 5 It�v. 10/I S/19 - LP47020_Cityol"Okco. Pinal Rcport �� .� -. r�; ..�+ .r � r � : • °� �::y �". r� � r � � ✓' � � � k �;. �„ . P� " � �� " ��T � �!'� �,•� �i+.?{i1� . �,��'� 1. _ �� , ,�*'l� .J�� o i ti .�� "- , �l: r .`;'" , � `� � '•w' �f .; ' @' T" �' � � {� � �� . e . ., i �• �+� w��•' � � irr- _. a fi' P � % 4" .;� n�^» o�p.-� . .� F. , ,� . .. , a ��,�m�.��E,� . . . . . � . ��`. -e"3u'" �e. - .�'►1W. ' � ... . . .. q,... M1 . . y . . , � '. lFyr� � � n ��.`.. •a �; t ..r.. . , . . �� .. �:, ..,.. ^ � ..' � . ' �'� w: r . �, �'' v �r ��'". �. � �sr ��"� +r'�'� t .� � _ � � � ., . - � � `� . _ � x_. �. ��. X'� / � ��s � �� a�-:,. ..� . � ,. .� ` � :- - ,: � . - �as� ' - ,f ��` �, ,.' r E�hibit A-2, Page 4 of 5 Rcv. 10/I j/19 - I,Pa702(I_Cig'ol'Okec_Pinal Rcpon ��x.�:.;_ �� m ;''�`. r. u _– •.. .+c. _ r� � — ^gk , � . R ._. _ , _ . . _ ,�• -.. �Rt��.., ti v a ti'r.,;.,`: .,� a, � � ~ � � � S , �� "h�4 . "� S 1 � t � �., ' . � .;�K � ��. 1.� �' i. . ��:. y . '�J� �§�y""( �� `:F=.�'V i � � j� ��pp .;.,:� ^x t � � rQ� � ..�. .k t ; xM�, j.; '�,+ _ � ' � � �, I r ` i ,�.f +t;+' � �° ' '+ �4 : hs� . ��- � �' ; . � 1�: � �� ti.. �_ � �� a!v . - ,��,�� ., .'�^�,� _ �~� ; _ � ., � � _ e�� ,�'�'::.;> �� a. � �' . �L 'z t ��r. �'� �:, { ^�`.= a� , _, , Exhibit A-Z, Pa�e 5 of 5 Rc��. IR%I�119-LPd70�0 Cit�ofOkcc_Pin:d Rcport Date: 5-14-2021 City of Okeechobee 8th Avenue Drainage Improvements Asbuilts Structure Table Edge of Payment Elevation Structure No. Rim Elev N invert Elev S lnvert Elev E invert Elev W inveK Elev Item No. Elevation 1 21. 4 1.42 21.45 21.25 1.51 16.4 B 21. 3 .5 1.1 C 1.1 .Z 1.1 1.16 18. 1 D 1. 1. . 6 1. 1 .8 1 . 1 .1 1.4 1 . 15. i :Structure TaEle j � � - -� jfw - �e Fk.. � ^ I Fi..M1 ''F`..r : 1F�te.� I6un Fk.. I � 'w. n<� _:. i .. >: • .w � c ' u.�. :i. �, ,... . . . . s: u.e - i .. . . „_ .�� - .. � _ __ o,a I PAVING GRADING AND DRAINAGE PIAN VIEW — WITHOUT AERIAL � RIGHT OF WAY ��_ _ _ _ � �—��JE�_;; __ — r:,•. �-�-��.� � �� RIGHT OF WqY � ._�_...n — �PipeTaGe � � � ei�t�� I � IW�nI . r (H��I Mit�.iY e.l :, u•r.;�.: — atr' � �n< i � � ....i :�.: �j-_1 C:': R F�. L�': �_ s�csi;i:crr_-�. ::r:¢�c�;:>-:xa�:_ �� lKOES ND1E CQRRACrt1i TO CQPlE7E WVMiFNNiQ 6 lRlifiC PVN i0R IiME9 PIav1 10 W6IRUCIKH Wi1RAC10R 10 NSVI� ALL Pv06 IkLS /1D ME'IS A�E S1iF1Y gOIRFD QE lN1E YOT R ACQPGRE NfM MOmt NL OPo�MAY 169UNIQl15 70 6E FIID IOCJ�7[D NA NpIdMF71W IMM OMRNS MTI AVWCMIE Nfl91011Y CQ11RQ5 N RACE ROIDMWY WSf IE]IAP! RElI Fdi 7fiIFiIC �T ALL TY6 SIPiINC Iq1E ALL E7fCAWTFD WiF70AL5 IAE iNE PRWE1fIY Oi TE OiY Of tlGE010BR ALL DlGW7FD W17EItlN5 9ViL 6E MOPOOiA7ED NfM � CONiRACfGN 70 P61RYE NL EASiNG PNl71C NiEAS AS M k7051N0 CpID1IlON 71E P11BL1C MptlS OfPAR11tt117 I011 1�110VAL ' PRQER PRPELT YWIO W75 : IXME RWON7�Y MIIIN iRQECE NSd 70 BE WID A 1NIIM OF JI4 PEA�T OONiRACidt 70 WOROMAIE NL IRM1fY CplUC75 ND N0167 QTY AS IEG�SM7 �� Kmwwha'abelow. '0"" "'P CallOelonyoudig. —' y�p�os yan6 DE arA pE +•'.��`@a� CONSIFtUCTION plPNS FOR SOUIIiEASf 8TH AVENUE ' We9� x/IVLi cm�ova;eecxon� DRAINAGE IMPROVEMEMS '!R .. se:aoarf�'u[ � e ncE�nuw«.n;+9�+ CITY OF OKEECHOBEE """'"""' PAVING, DRAINAGE CON5TRUCTION PLAN SHEEf 2 � May 17, 2021 CITY OF OKEECHOBEE 55 SE THIRD AVENUE OKEECHOBEE, FL 34974 Phone: (863)763-3372 www. cityofokeechobee. com Office of tlie City Ad`ninistrator Direct Line: 873-763-9812 Arlene Acevedo, FCCM Environmental Specialist III Water Spring Restoration Program Division of Water Restoration Assistance 3900 Commonwealth Blvd. Douglas Building, MS 3602 Tallahassee, FL 32399-3000 Okeecl:obee City Council Mayo�• Dowling R. Watford, Jr. Wes Abney Monica Clark Bob Jarriel Bobby Keefe Subject: SE 8TH Avenue — Water Quality and Roadway Improvements FDEP Grant No. LP47020 To Whom It May Concern: This letter is being written to certify construction completion of site work at the South East 8th Avenue Drainage and Water Quality Improvements Project. Based on observations of the work by field representatives under my direct control, review of geotechnical testing, and review of as- built drawings provided by the contractor, I certify the site work and roadway construction to be complete. Please find a copy of the submitted as-built sheet and density testing reports with this certification. I hereby certify that the site work associated with the project has been completed in substantial conformance with the approved plans and specifications. ��aaa��e�c�o� 2�' ° � %: /��J a.� Cj N��7 g�OO .5,1�1 y2,�'i�' o .. .COs `dA �,' �o ___ Y`�J•s •� O • O � ' � � ';'� �� , S/%��2o'�.Ov. f' �� os �VIo�ites `�e ��;` �P; E. oPra�e�sic�yial Engin�@r 1�Po;�63897 �,� C� � .; 9 -n e: ,�O e 2 e; h N'•Ba� �q�'°....s y�a�� "'°' � C 9"� aPSa6 ~,��'i ,'yq�.L;�SO A Universal Engineering Sci2nces �,yT, Q�, Company �RNA710N UES Project No: 3310.1800325.0000 Workorder No: 233591-1 Report Date: 05/20/2021 607 Northwest Commodity Cove, Port St. Lucie, FL 34966 - P: 772-924-3575 - F: 772-924-3580 Client: B& B SITE DEVELOPMENT, INC. 1505-C South Parrott Avenue Okeechobee, FL 34974 In-Place Density Test Report UES Technician: Johnnie Smith Date Tested: 05/12/2021 Project: PW 02-00-12-20 City of Okeechobee Taylor Creek Southeast 8th Avenue Stormwater Conveyance Area Tested: Drainage Material: Filf Reference Datum: 0= Springline of Pipe The tests below meet the 98°/a minimum comoaction reauirement Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Laboratory: AASHTO T180 Modified Proctor Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range (pcfl (%) (pc� (°/a) (°/a) Fail 1 Drainage Belween S1 & Tie-in, 20' E 0-1 ft 115.7 11.4 114,1 10.0 99 Pass of S1, S Side of Pipe 2 Drainage Between S1 & Tie-in, 40' E 0-1 ft 115.7 11.4 113.9 9.9 98 Pass of S1, N Side of Pipe 3 Drainage Between S1 & Tie-in, 60' E 1-2 ft 115.7 11.4 115.0 11.0 99 Pass of S1, Top of Pipe 4 Drainage Between S1 8 Tie-in, 75' E 2-3 ft 115.7 11.4 114.6 9.8 99 Pass of S1, Top of Pipe 5 Drainage Between S1 & Tie-in, 85' E 3-4 ft 115.7 11.4 115.6 11.0 100 Pass of S1, Top of Pipe 6 Drainage Between S1 8 S2, 5' N of 0-1 ft 115.7 11.4 113.9 9.7 98 Pass S1, E Side of Pipe 7 Drainage Beiween S1 & S2, 10' N of 0-1 ft 115.7 11.4 114.0 9.8 99 Pass S1, W Side of Pipe 8 Drainage Between S1 8 S2, 15' N of 1-2 ft 115.7 11.4 114.6 9.7 99 Pass S1, Top of Pipe 9 Drainage Between S1 & S2, 19' N of 2-3 ft 115.7 11.4 114.9 10.1 99 Pass S1, Top of Pipe 10 Drainage Between S1 & S2, 23' N of 3-4 ft 115.7 11.4 115.1 9.9 99 Pass S1, Top of Pipe 11 Drainage Between S3 & S2, 5' W of 0-1 ft 115.7 11.4 114.7 10.2 99 Pass S2, S Side of Pipe 12 Drainage Between S3 & S2, 10' W of 0-1 ft 115.7 11.4 114.9 10.1 99 Pass S2, N Side of Pipe 13 Drainage Between S3 8� S2, 15' W of 1-2 ft 115.7 11.4 114.6 9.9 99 Pass S2, Top of Pipe 14 Drainage Between S3 � S2, 19' W of 2-3 ft 115.7 11.4 115.0 10.1 99 Pass S2, Top of Pipe 15 Drainage Between S3 & S2, 23' W of 3-4 ft 115.7 11.4 114.5 10.5 99 Pass S2, Top of Pipe 16 Drainage Between S4 8 S2, 20' N of 0-1 ft 115.7 11.4 113.9 9.7 98 Pass S2, E Side of Pipe To establish a mulual protection to Universa!'s clients, the Public and ourselves, al! reports are submitted as confiden(ial proper(y of our clients and authorization for pubfication of statemenfs, conc/usions or extracts irom or regarding Universal's reporfs is reserved pending our written approval. Page 1 A Universal Engineering Sciences � ' � Company �FRNATS�NP UES Project No: 3310.1800325.0000 Workorder No: 233591-1 Report Date: 05/20/2021 607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580 Client: B& B SITE DEVELOPMENT, INC. 1505-C South Parrott Avenue Okeechobee, FL 34974 In-Place Density Test Report UES Technician: Johnnie Smith Date Tested: 05/12/2021 Project: PW 02-00-12-20 City of Okeechobee Taylor Creek Southeast 8th Avenue Stormwater Conveyance Area Tested: Q�ainage Material: Fill Reference Datum: 0= Springline of Pipe Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Laboratory: AASHTO T180 Modified Proctor i ne tests Delow meet the 98% minimum compaction requirement. Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or IVo• Location of Test Range (pcf} (°/,) (pcfj (°/,) (°/,) Fail 17 Drainage Between S4 & S2, 40' N of 0-1 ft 115.7 11.4 114.3 9.9 99 Pass S2, W Side of Pipe 18 Drainage Between S4 & S2, 60' N of 1-2 ft 115.7 11.4 115.0 10.3 99 Pass S2, Top of Pipe 19 Drainage Between S4 8� S2, 80' N of 2-3 ft 115.7 11.4 115.5 11.0 100 Pass S2, Top of Pipe 20 Drainage Between S4 & S2, 110' N 3-4 ft 115.7 11.4 114.9 10.1 99 Pass of S2, Top of Pipe 21 Drainage Between S4 8 S5, 5' W of 0-1 ft 115.7 11.4 115.0 9.9 99 Pass S4, S Side of Pipe 22 Drainage Between S4 8 S5, 10' W of 0-1 ft 115.7 11.4 114.6 9.8 99 Pass S4, N Side of Pipe 23 Drainage Between S4 & S5, 15' W of 1-2 ft 115.7 11.4 113.6 9.6 98 Pass S4, Top of Pipe 24 Drainage Between S4 & S5, 18' W of 2-3 ft 115.7 11.4 114.0 9.9 99 Pass S4, Top of Pipe 25 Drainage Between S4 & S5, 23' W of 3-4 ft 115.7 11.4 114.8 10.4 99 Pass S4, Top of Pipe 26 Drainage Between S4 & S6, 10' N of 0-1 ft 115.7 11.4 113.5 10.0 98 Pass S4, E Side of Pipe 27 Drainage Between S4 8� S6, 20' N of 0-1 ft 115.7 11.4 114.0 9.8 99 Pass S4, W Side of Pipe 28 Drainage Between S4 & S6, 30' N of 1-2 ft 115.7 11.4 114.7 9.8 99 Pass S4, Top of Pipe 29 Drainage 8etween S4 8 S6, 40' N of 2-3 ft 115.7 11.4 113.9 10.0 98 Pass S4, Top of Pipe 30 Drainage Between S4 8 S6, 45' N of 3-4 ft 115.7 11.4 115.1 10.4 99 Pass S4, Top of Pipe 31 Drainage Belween S7 8 S6, 5' W oF 0-1 ft 115.7 11.4 114.0 9.7 99 Pass S6, S Side of Pipe 32 Drainage Between S7 & S6, 10' W of 0-1 ft 115.7 11.4 115.7 11.2 100 Pass S6, N Side of Pipe To estab/ish a mufual protection to Universal's c/ients, the Pubfic and ourselves, al/ reports are submitted as confidenfia/ property of our clients and aufhorization for publicafion of statements, conc/usions or exlracfs from or regarding Universal's reporfs is reserved pending our written approval. Page 2 A Universal Engineering Sciences . � Company �TFRNATlO�P UES Project No: 3310.1800325.0000 Workorder No: 233591-1 Report Date: 05/20/2021 607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580 In-Place Density Test Report Client: B& B SITE DEVELOPMENT, INC. 1505-C South Parrott Avenue Okeechobee, FL 34974 UES Technician: Johnnie Smith Date Tested: 05/12/2021 Project: PW 02-00-12-20 City of Okeechobee Tay�or Creek Southeast 8th Avenue Stormwater Conveyance Area Tested: Drainage Material: Fill Reference Datum: 0= Springline of Pipe The tests below meet the 98% f111fliR1U111 CO�t'1DBCttOn �enuirPmant Type of Test: Field: ASTM D-6938 Nuciear Gauge Method Laboratory: AASHTO T180 Modified Proctor Maximum Optimum Field Dry Field Soil Pass Test Density Moisture Density Moisture Compaction or No. Location of Test Range (pc� (%) (pcfl (°/,) (%) Fail 33 Drainage Between S7 & S6, 15' W of 1-2 ft 115.7 11.4 115.0 10.9 99 Pass S6, Top of Pipe 34 Drainage Between S7 8� S6, 20' W of 2-3 ft 115.7 11.4 113.8 11.0 98 Pass S6, Top of Pipe 35 Drainage Between S7 & S6, 30' W of 3-4 ft 115.7 11.4 114.5 10.7 99 Pass S6, Top of Pipe 36 Coquina Between S1 & S6, 100' N of 0-6 inch 127.1 8.4 126.4 7.9 99 Pass S1, E Side of Centerline 37 Coquina Between S1 & S6, 160' N of 0-6 inch 127.1 8.4 126.7 8.4 100 Pass S1, W Side of Centerline 38 Drainage AT S1, E Section 0-1 ft 117.1 11.0 116.1 9.8 99 Pass 39 Drainage AT S1, W Section 1-2 ft 117.1 11.0 117.0 90.0 100 Pass 40 Drainage AT S1, S Section 2-3 ft 117.1 11.0 116.2 9.9 99 Pass 41 Drainage AT S1, N Section 3-4 ft 117.1 11.0 116.5 9.8 99 Pass 42 Drainage AT S1, E Section 4-5 ft 117.1 11.0 115.9 10.0 99 Pass 43 Drainage AT S2, E Section 0-1 ft 117.1 11.0 115.9 9.8 99 Pass 44 Drainage AT S2, W Section 1-2 ft 117.1 11.0 116.7 10.0 100 Pass 45 Drainage AT 52, S Section 2-3 ft 117.1 11.0 114.9 9.8 98 Pass 46 Drainage AT S2, N Section 3-4 ft 117.1 11.0 116.1 9.9 99 Pass 47 Drainage AT S2, E Section 4-5 ft 117.1 11.0 115.8 10.0 99 Pass 48 Drainage AT S3, E Section 0-1 ft 117.1 11.0 117.1 10.1 100 Pass 49 Drainage AT S3, W Section 1-2 ft 117.1 11.0 115.1 9.9 98 Pass 50 Drainage AT S3, S Section 2-3 ft 117.1 11.0 116.3 9.7 99 Pass 51 Drainage AT S3, N Section 3-4 ft 117.1 17.0 114.3 9.8 98 Pass 52 Drainage AT S3, E Section 4-5 ft 117.1 11.0 116.4 9.9 99 Pass To establish a mutual proteclion to Universa%s clients, Ihe Public and ourselves, a/l reports are submitled as cortfidentia! property of our clienfs and aufhorization for publicafion of statements, conc/usions or exlracts from or regarding Universal's reports is reserved pending our wriften approval. Page 3 A Universal Engineering Sciencas � � ' � Company yT�RNATIONP UES Project No: 3310.1800325.0000 Workorder No: 233591-1 Report Date: 05/20/2021 607 Northwesf Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580 Client: B& B SITE DEVELOPMENT, INC. 1505-C South Parrott Avenue Okeechobee, FL 34974 In-Place Density Test Re�ort UES Technician: Johnnie Smith Date Tested: 05/12/2021 Project: PW 02-00-12-20 City of Okeechobee Taylor Creek Southeast 8th Avenue Stormwater Conveyance Area Tested: Drainage Material: Fill Reference Datum: 0= Springline of Pipe Type of Test: Field: ASTM D-6938 Nuclear Gauge Method Laboratory: AASHTO T180 Modified Proctor The tests below meet the 98% minimum compaction requirement. Maximum Optimum Field Dry Field Soil Pass Test De�sity Moisture Density Moisture Compaction or No. Location of Test Range (pcfl (°/a} (pcfl (%) (%) Fail 53 Orainage AT S4, E Section 0-1 ft 117.1 11.0 115.6 9.8 99 Pass 54 Drainage AT S4, W Section 1-2 ft 117.1 11.0 117.0 10.0 100 Pass 55 Drainage AT S4, S Section 2-3 ft 117.1 11.0 115.4 10.1 99 Pass 56 Drainage AT S4, N Section 3-4 ft 117.1 11.0 116.5 10.0 99 Pass 57 Drainage AT S4, E Section 4-5 ft 117.1 11.0 114.5 9.9 98 Pass 58 Drainage AT S5, E Sec6on 0-1 ft 117.1 11.0 114.8 9.7 98 Pass 59 Drainage AT S5, W Section 1-2 ft 117.1 11.0 115.1 9.8 98 Pass 60 Drainage AT S5, S Section 2-3 ft 717.1 11.0 114.9 9.8 98 Pass 61 Drainage AT S5, N Section 3-4 ft 117.1 11.0 115.0 10.0 98 Pass 62 Drainage AT S5, E Section 4-5 ft 117.1 11.0 116.8 10.0 100 Pass 63 Drainage AT S6, E Section 0-1 ft 117.1 11.0 116.1 9.9 99 Pass 64 Drainage AT S6, W Section 1-2 ft 117.1 11.0 114.6 9.7 98 Pass 65 Drainage AT S6, S Section 2-3 ft 117.1 11.0 116.1 9.8 99 Pass 66 Drainage AT S6, N 5ection 3-4 ft 117.1 17.0 116.4 9.9 99 Pass 67 Drainage AT S6, E Section 4-5 ft 117.1 11.0 116.9 10.5 100 Pass 68 Drainage AT S7, E Section 0-1 ft 117.1 11.0 115.6 9.8 99 Pass 69 Drainage AT S7, W Section 1-2 ft 117.1 11.0 115.9 9.9 99 Pass 70 Drainage AT S7, S Section 2-3 ft 117.1 91.0 114.5 9.7 98 Pass 71 Drainage AT S7, N Section 3-4 ft 117.1 11.0 117.0 10.2 100 Pass 72 Drainage AT S7, E Section 4-5 ft 117.1 11.0 117.2 91.1 100 Pass To establish a mutual piotec(ion to Universal's clienfs, fhe Public and ourselves, a/l reporfs are submifted as confidenlial propeRy of our clients and authorization (or pub/icafion of statements, conclusions or extracts from or regarding Universal's reports is reseived pending our writfen approval. Page 4 Reviewed By GFA International, Inc FBPE Registry Na,4930 .•��oo„';:;�,--•. Digitallysigned byThomas D ';s.: ;dE.:;c �?.,"'�;_ = .�%' ` '�� ; : Montano:A01410CQ0000178 - „:�,� . ' �;��r:��-�r_ 18498DCD000019A3 ��•' �"`" � ``' Date: 2021.05.20 16:14:00 �'`'";:��'=<`'?` -04'00' Thomas Dominic Montano Branch Manager STATE OF FLORlDA Professional Engineer No. 84146 This item has been digifally signed and sea/ed by Thomas Dominlc Montano on the date adjacent to the seaL Prin[ed copies of ihis document are not considered signed and sealed and the s7gnafure must be verifred on any electronic copies. To establish a mutual protection to Universal's clienfs, the Public and ourselves, all �eports are submiMed as confideniia! property of our clients and aufhorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 5