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VII (B) Approval and Authorization of Change Order #1 - Maguire Road Project
Agenda 01-02-2001 Item VII B "CE.V7ER OF GOOD LII7,PG-PRIDE OP ;FL'S r oi.4AY,7i" MAYOR•COMMISSIONER Ocoee S. Scull VANDIi12GRIPl' 0 91: CITY OF OCOEE ,I,IIs,1�I,IOf GOOV D1NN, 110150 N. LAKIN 8)88 DRIVE SCOII nhDLRSON OCOI C, FI DItIUA 3476 -225ftRI 11Y IOIINSON (407)656 2322 NANC S I PARKER Cnv MAN at:ea IELI,IS SIIAPIRO MEMORANDUM DATE: January 2, 2000 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira, P.E., City Engineer/Utilities Director SUBJECT: Change Order #1 - Maguire Road Attached for your review and action is the proposed Change Order #1 for the Maguire Road project. This change order consists of five separate items which are described in detail below. Change item #1 is the deletion of gear drives from thirteen 16" gate valves. The gate valves were bid with gear drives which enable easier opening, but after discussion with city staff, we determined that we have several 16" gate valves already in our system which do not have gear drives, and we have no problem with operating those. Based on this, we agreed with the contractor that we could eliminate the gear drives from the valves on this job at a saving of $200.00 each, for a total savings of $2,600.00. Change item #2 is for an increase in quantity of filter fabric wrapped storm sewer pipe joints. The job was bid with all storm sewer pipe joints crossing under the road specified as filter fabric wrapped. The filter fabric wrap prevents infiltration of sand into the pipe as happened in Silver Glen subdivision. To provide maximum protection against potential leakage and infiltration problems with the storm sewer system even alongside the road, we directed the contractor to wrap all pipe joints along Maguire Road regardless of their location. This was done at the contract bid price of $17.04 per joint, on 1,684 additional joints for a total increase of $28,695.36. Change item #3 was required when we discovered an abandoned well on the property that we intended to use as Pond #1. This was an old irrigation well that had never been properly closed, and we had to close it in accordance with St. Johns River Water Management District criteria prior to constructing the pond. The cost for this work was $1,200.24. POW? Change item #4 was for the installation of an additional storm sewer manhole. This additional manhole was required due to a conflict with existing underground utilities. If we had insisted that the existing utilities be moved, it would have required demolition of the recently completed widened pavement in front of Windsor Landing subdivision, and a considerable disruption of traffic. The additional manhole was installed with no disruption of traffic, and no destruction of existing pavement. The cost of this manhole is $2,785.00, which is the contract unit price. Change item #5 was for the.repair of a water main damaged by Sprint telephone company's sub-contractor. During installation of underground conduit, they exposed our water main and dislodged the thrust block at a fitting. This allowed the fitting to shift and blow off the line, resulting in a significant leak. The leak was repaired by our roadway contractor since they had men and equipment on the site already. Their charge for this emergency repair work is $9,648.28. Sprint will reimburse the City for this expense under the terms of the utility relocation agreement approved by the City Commission on November 21, 2000. The total amount of this change order is $39,728.88. Only items 1 through 4 are costs that the City will ultimately be responsible for. The total of items 1 through 4 is $30,080.60. Item 5 is not counted in this calculation since it will be a pass-through cost and will be reimbursed to the City. The total of $30,080.60 represents a 3/10ths of a percent increase in the original contract amount. I recommend that the City Commission authorize the Mayor and City Clerk to execute Change Order #1 to the Maguire Road project in the amount of $39,728.88 and direct staff to charge $9,648.28 of that amount to Sprint's Contingency Fund as established by the Sprint-Florida/City of Ocoee utility relocation agreement. As always you are welcome to come into my office or call me if you have any questions on this or any other topic. JWS/jbw Attachment — Change Order No. 01 POW ocoes CITY OF OCOEE ,` `+a Engineering/Utilities 150 North Lakeshore Drive Ocoee, Florida 34761-2258 CHANGE ORDER NO. 01 CITY OF OCOEE PROJECT NO.: OE-353-3.0 DATE: December 8,2000 CONTRACTOR: RYAN, INC. EASTERN AGREEMENT DATE: June 6,2000 The following changes are hereby made to the CONTRACT DOCUMENTS. Original CONTRACT PRICE $9,628,208.66 Current CONTRACT PRICE ADJUSTED by previous CHANGE ORDER Net Increase(Decrease)Resulting from this CHANGE ORDER $ 39,728.88 The current CONTRACT PRICE including this CHANGE ORDER $9,667,937.54 ORIGINAL CONTRACT TIME: 730 Consecutive Calendar Days from Notice to Proceed Date: August 7.2002 Current CONTRACT TIME adjusted by previous CI IANGE ORDERS Date: August 7,2002 Net Increase Resulting from this CHANGE ORDER Days: -0- Current CONTRACT TIME Including this CHANGE ORDER Date: August 7,2002 00842-I CHANGES ORDERED: GENERAL This change order is necessary to cover changes in the work to be performed under this Contract. The GENERAL CONDITION, SUPPLEMENTARY CONDITIONS, SPECIFICATIONS and all parts of the Project Manual listed in Article I, Definitions, of the GENERAL CONDITIONS apply to and govern all work under this change order. II. REQUIRED CHANGES I-I Delete bevel or spur gear at 16"Gate Valves. 1-2 Provide filter fabric jacket at all Reinforced Concrete Pipe(RCP)joints not currently required to be wrapped. 1-3 Plug Water Well(Non-Artesian)found at Pond 1. 1-4 Provide additional manhole(MH)type 1-7 at Station 418-46+(40',right). 1-5 Emergency repair of 12" WM damaged by Sprint Telephone at Station 498+20T,right. III. JUSTIFICATION I-I Pursuant to manufacturer's recommendation, bevel or spur gear requirement not required with type of 16" gate valve provided. 1-2 Filter fabric jacket wrap of RCP joints pursuant to Owner request. 1-3 Plugging of existing water well required to permit Pond Ito be constructed/excavated. 1-4 Additional manhole required due to incorrect installation ofoutfall structure I-A by others (Windsor Landings Development). Revised pipe alignment required installation of additional referenced manhole. Developer to reimburse City for the cost of referenced additional manhole. 1-5 Emergency repair of 12"WM. Sprint Telephone to reimburse City for emergency repair costs. IV. NARRATIVE OF NEGOTIATIONS I-I CPC#1 received from the Contractor on 8/11/00 proposing credit of$2,600.00($200.00 each a total of 13)for deletion of required bevel or spur gear on 16"gate valve. Engineer recommended CPC#1 to the Owner's Staff on 8/11/00 at no extension in Contract Time. Owner's Staff accepted CPC 41 for recommendation to City Commission on 8/15/00. 1-2 CPS 41 received from Contractor on 9/25/00 proposing an unit cost of$17.04/each and a total cost of$40,896.00(quantity 2400 each)for Item 985-I Filter Fabric Jacket(All RCP)and at no extension of Contract Time. Engineer recommended CPS#1 to the Owner's Staff on 9/25/00 at an unit cost of$17.04 and a total cost of$28,695.36(quantity 1,684 each). Owner's Staff accepted CPS#1 on 10/31/00 for recommendation to City Commission on 10/31/00. 00842-2 1-3 CPS#2 received from Contractor on 11/1/00 proposing a total cost of$1,200.24 for plugging of Non-artesian Water Well and at no extension of Contract Time. Engineer recommended CPS#2 to the Owner's Staff on 11/14/00. Owner's Staff accepted CPS#2 on 11/15/00 for recommendation to City Commission on 11/15/00. Owner's Staff also included additional comments that plugging of Non-artesian Water Well is nut to exceed$1,200.24. 1-4 RFP#3 sent to Contractor on 10/17/00 to provide additional manhole, Type J at Station 418+46i (40', right). Note: Meeting Minutes 413,(7-5 item enclosed). Contractor agreed to accept established Contract Unit Price to supply and install additional Type J-7 manhole. Established Contractor unit price at$2,785,00. No extension of Contract Time. 1-5 City issued Work Directive(WD)No.01 on September 13,2000 for emergency water main repair to be reimbursed on time and materials basis. Required Contractor received detailing,cost information received on October 30,2000. Total cost at$9,648.28 and at no extension of Contract Time. V. PAYMENT Change Order Description Net Increase Unit Unit Price Net Increase Item Ni, (Decrease) (Decrease)Pace Quantity I-I (Payment Application No.,U-20-A)CO No. (13) HA ($200 00) ($2,600.00) 01,Delete Bevel or spur gear on I Gate Valve I-2 (Payment Application No.,985-I)CO No. 1,684 FA $17.04 $2869536 01,RCP Joint Filter Fabric Jacket I-3 (Payment Application No., 110-5)CO No. I PW $1,200.24 $1,20024 01,Plug Water Well(Non-Artesian) I-4 (Payment Application No.,425-2-71-A)CO I EA $2,785 00 $2,78500 No.01,Manhole(MH)Type J-7,Station 418+464,40'Right I-5 (Payment Application No.,U-46)CO No. All I.S $9,648.28 $9,648.28 01,Emergency WM Repair,Station 498+20±,Right $39728RN Total Net Increase(Decrease)Change Order No. 01 VI. APPROVAL AND CHANGE AUTHORIZATION This proposed change to the Contract is to be approved by the Ocoee City Commission. 00842-3 Acknowledgments: The aforementioned change,and work affected thereby, is subject to all provisions of the original contract not specifically changed by this Change Order;and, It is expressly understood and agreed that the approval of the Change Order shall have no effect on the original contract other than matters expressly provided herein. CONTRACTOR acknowledges,by its execution and acceptance of this Change Order,that the adjustments in Contract Price and Time shown hereon constitute full and complete compensation and satisfaction for all costs and modifications of performance time incurred by the CONTRACTOR as a result of this Change Order. No other claim for increased costs of performance or modifications of time will be granted by the OWNER for the Work covered by this Change Order. The CONTRACTOR hereby waives and releases any further claims for cost or time against the OWNER arising from or relating to the matters or Work set forth or contemplated by this Change Order. RECOMMENDED BY: ACC-PTED BY: PEC Inc. �7 Van 1nCOf/car/Ls Fa' By, By: ignature /Signature Date: /2//8/0o Date: / Z//S�06)q Title:emit; �mua. Man cY Title: /'c—(� f�` Au/ace' APPROVED BY: ✓ CITY OF OCOEE, FLORIDA Owner By: S. Scott Vandergrift,Mayor Date Attest: Jean Grafton,City Clerk FOR USE AND RELIANCE ONLY BY THE APPROVED BY TI IE OCOEE CITY CITY OF OCOEE, APPROVED AS TO FORM COMMISSION IN A MEETING HELD ON AND LEGALITY THIS DAY OF ,2000 UNDER ,2000. AGENDA ITEM NO. FOLEY& LARDNER By: City Attorney 00842-4 PEC/PROFESSIONAL ENGINEERING CONSULTANTS,INC. 200 East Robinson Street, Suite 1560, Orlando, Florida 32801 P5ojectName: Mosuilr. goo3 TylIrave. rVe1•Ill • "C I ` 4 . _. . . . Project Number: O� " 3r7- 7,3 \ K. I - /^ � p CP(: � 5e-e A4aelon Subject: ��� I tr.&. Vx�Vet - Recommendation by Engineer: (Fonvard to Osvnerfor Review) - fy erirerchs.r"..1 oros7ow3 Crat+ 64. $Zoc)t/✓d -cc t fa1'ix of. ire! {wwJr d bf C/e+ lb" ram tie-2 R;tern u-7-0.) r) ltrxb [o .i ers er�tri Care' ere14_ Ir.. IAt,.j e 4; 400 s J -��_ Signature of Engine- /���// Dated 0 Err Acceptance by Os ner: (Return to Engineer For Processing) !-Gl1rs „op Signature of Owner's Authorized Representative: Date: 8,44 r7"-o-r) ❑Engineer to Prepare Necessary Change Order ❑Engineer to Re-negotiate Change Proposal as Noted Above 0 Other as Above _ Ili I GU :•V4Vluu. v•...,, ) Suite 203A Ocoee, Florida 34761 Phone: 407.521.2887 IlliVillUlin Fax: 407.521 .2872 E A S T E R M f/ {//y of T r• i" ' ..9 2 I[ 1'. [ y P. yl.C4 l� S 'r • l‘:]l.A 4 t). yR .n .nI LI 44, 4'. Y .1 : t ▪ i 3 .:.l.v'.le"Y.. . i.[^.✓ . I.,M _ �,_........ .. • To: Robert P. Rudd, P.E. . Fax: 407.849.9402 From: John Osterberg Date: 08/11/00 Re: Cost Reduction for 16" Gate Vales Pages: 01 ( Including Coversheet) Maguire Road Project 0 Urgent Q For Review 0 Please Comment 0 Please Reply Robert: American Flow Control has reduced the cost for the 16" gate valves. Shop Drawing #33, Credit S200.00/EA. noctenIED AUG 1i 1; 2000 P.E.C. 9 C.MAKtiO - ---," c: Kathleen Gierok, P.E. --- ""'g %geoid CORY • CRIIG!hAT,11,3 4 —.^ - Fite Ok-3� ORIG. a 1.x;!.. :.t idtY , 'i ; .:11 s %lir;w't u•i i{. #•� S146R DRAWING ContraeOrs Submittal RECEIVED I TRANSMITTAL Nu .W Number: %/ Specification Section ;JULT3'112000 R-va,.l `WC . uscsre -74-4-\�o�/_ j /� / n 2t/ 7/ P.E.C. INC. BRLANNI , Ic tZP5 Y.1 • e-oW - Tifs<Ca (�tSl . L-L.UA c�Y1lDi WORK COPY '�.. Project Nen,.: MPC uc ICY. -Pr1fra4°nn Project No.: ORI GINAT !J. _. ....,,1 vl I Project Landon: tn_�C ) Dwp NO.: ONE COPY S R� J f r0 t SHQ „DRAWINT..SUBMITI T S s ALIBY'CONT[WCLOI[ ' w �3'>a w :M . g }7 - ' #"a hem No. Submttt D6.IG. No. Copies Vendor Vendor Ducipd°n IU _. S peo.Section '�N . Wrabmlwl Act, 1 YC41CuS I- Perm Le 161 o t ,3° , V DiCc ti 1l 0 c - 6 1T - a I a 10 IACTION CODE Submitted By: \ J \ ter 7 Cc`—C __ A-Foe APPronl F•For Fold Use Data: __ rWC•Far Commend R As Requested lids: yrM %VKo 1 For information L Letter F RECUR SMfTT eY5IPIDfesstanaf En9mee gtORSCHUI b1CIft „yap Y ,.s: ,fttr...Fr^r II Item No.Copts. Comment ACTION CODE: No. 6ubmhtel No. Retuned Action Pepe Al- Approved I No. ANIR Approved as noud. Requires resubmission for I 1,I9. w* - IC' Ir P✓(S ANIR I correction,and ncard copy. ordering and f.bric.tian may proceed when In campri.nce with I2 Engineer's review not river to site comments corrections. Da 3 NATR Not.pproved. Resubmit for corrections. Do not order or lancets until.,proved. 14 MA Re submit additional Information only, 6 /- Da net resubmit. e.eCI. a h.• y.+�z •u�'wLD ,r,o REVIEW; T SEE ATTA EDSHOP DRAWING REVIEW SHET:T Returned By: ///A/ v /to a /J/ nn AlplN.. -n Clerk >.t a Reviewed ["/7C mil' Mkt �npgl..r a 2,WN ( t /IE1,72 r/- dT !ii PP Ettk Y P/1105�CCTN�OA '3 FNO i�i DATE 0 01 F:L-VECIFONASTCONCR00964.FRM F-00864 Io4n4A! C/PROfESSIONAL ENGINEERING CONSUL TANTS,INC. SHOP DRAWING EOLA PARK CENTRE, 200 E. ROBINSON ST.,SUITE 1560, ORLANDO, FLORIOA 32801 REVIEW Affiliate Firm:PECAV.K. Daugherty Consulting Engineers any%naps Page ( of planners survayois PROJECT DATA /I NAME: M it. 9 PEC PROJECT NO.:OE'25ASPECIFICATION SECTION: ISIOI• LOCATION: ppe FG PEC LOG NO.: .. - OWNER: C, ,y of ifko_Ec CONTRACTOR'S PROJECT NO.: CONTRACTOR: R1Q. / inc. CONTRACTOR'S LOG NO.: VENDER/SUPPLIER: Ft•rrnueon VENDER REFERENCE:ThpS` REVIEW COMMENTS BY: \,InQcl Fucks DATE OF REVIEW:- 8/1 /00', ITEM NO. VENDOR REFERENCE COMMENT/SPECIFICATION SECTION REFERENCE/ACTION —The. opercier sllo-11 be sQu.r eared (As sL4ted s.ec{-i. 15101 - a. Oa- C. z Cortb'aclor SKc\I Provide a CoVe.0 sue-4 . (le tcr) irks i & 0. 5419STt'1n ft" for s doLhlz d;sc �R{c Vcz lve. Rr u«RF wit1. CPC >< I s Spur gear not te-crt 3, I4oueW r. IG lkar of stolortt+u4tan wstL. irespa-r 6 aogo. dis< g<rc Taauc, s+;ll is ytoito;4 -6 11C, 54.6:.4cj r AAI/R . 1...1PECIFOPMSICONS11006519.FRM F-00058 111/08/F 1U/J1/UI' 14:34 ua lvi oaa U404 1Ls 4 L-( PEC/PROFESSIONAL ENGINEERING CONSULTANTS,INC. 200 East Robinson Street, Suite 1560,Orlando,Florida 32801 � ht }r✓ '5 .x "4tlm vv:4'y4e d^�a`i°'-' p r,�:`�' S '�G ,3, )x�S y� tip`� 4� ti I a nr1 �o -/- / c a Project Name: Maitzlr� iforrd Ln+pn++�"`v^'r'/ �j Project Number: ae 353- 3.0 fn Subject: 7rer Rrtb r�jfir�cr? , alien SMide-Ci"ral ffVet iirP °s i s u"' xn 4C cf- i °�L a f / ra tw1:. n S ,i. o Fs F' j ¢ 4, s d gn. t? 2 ^'."".d, is' Recommendation by En jneer: (Forward to Owner for Review) 9ss•1 (Firer Feat?, 7a a, k9)- ryprd +riite r tom, re 4 2,500=itAzi1s.. LS„k A,,,11 @ 10 1swv,. Poirs-1 C.'4 Ld tOCt Manes+ 11' 41.61 3 mrw2a •h, )r 11 ')n&a. O ea, stnt. T. +(tol pr..Ae Rat rew LF/n , or 19 jo:ett. 3% i&a on., er Min CO 9 X So)4 I2 412 Ol ow-. F.Ittr F$m OtaterS.I rest e 47e' t +S=a Aow,./s. a Rrs ) 3 'J + 12a' 0 slb=/ urn t C,.�t.>.,A,.� ;,a..tL nI �7Z a:iitv�Aran.1,I .J cronn rt 1,e.+'1, I?Kru,rn+.a.�sA rr P Pry 3 $ > C a Signature of Engineer: Date: 9a5—=afd Acceptance by Owner: (Return to Engineer ForProcessiryt) -- fill-o Pcrcr .(�>e.r,a I rt Meru i7Ad12rt C-J.t.a.a Pr .fJcc 7-XrJ i,F .. roR .>/� /C1, tac,4 n C- -J ,t `— ,r .a C-,, t• Signature of Owner's Authorized Representative: ��, Date: / o /2 // w 7 .` OW' 'Pt 10 .*. f,js a + '�'3 R s -n.. ❑Engines u Prepare Necessary Change Order ge III :roposal al Niel Above O Other as Above ha g � O N aus Maki E p S T E R N September 19, 2000 Correspondence Ns 0067-007 Mr. Robert P.Rudd,P.E. Professional Engineering Consultants,Inc. 200 East Robinson Street, Suite 1560 Orlando,Florida 32801 RE: Maguire Road Improvements—Segment 1 &2 Ocoee, Florida Dear Mr.Rudd: Ryan Incorporated Eastern ("Ryan"),as requested by RFP No. 01,submits cost proposal to perform additional work as follows: Item Description UnitUnit Estimated Total No. Price Quantity Cost 985-1 Filter Fabric Jacket EA $17.04 2,400 $40,896.00 (All RCP) U-45 Location Detection LF $ 1.18 16,400 $19,352.00 Wire for DIP Please issue a Change Order to include this additional work Sincerely, Ryan Incorporated Eastern Bill Bentley Sr.Project Manager Cc: James Shim,P.E.—City Engineer/Utilities Director Project File # 0067 RYA INrORPORATED EASTERN 10125 WEST COLONIAL DRIVE,SUITE 203A OCOEE,FLORIDA 34761 (407)521-2887 FAX(407)521-2872 L pp: /PROFESSIONAL ENGI' \INO CONSUL TANTS,INC. \ 1 REQUEST PROPOSED OPOSA Clli EOLA PARK CENTRE, 200 E. ROW'• filiate Firm:ST PEC/W.K.UITE Dauugherty Consulting Engine0. FLORIDA ers (RFP) engineers planners NO. Ol surveyors P R 0J ECT DATA' PROJECT NO.:OE-353-3.0 NAME: ON uii Road Im rovements- Se ment 1 & 2 DATE:Au ust 22 2000 LOCATION: Citt of Ocoee DRAWING NO.: OWNER: Cit of Ocoee OTHER: SPEC. SECTION: ��y) TO °ONT R A CTORI:;RYen nTY'L Please provide the undersigned a proposal for the following change in the work within twenty-one (21) calendar days after receipt of this and all material rand labor(byl must trade),clearly and overhee the ad costs e of the and fees.Any osed amount clamee in the workd for isubcontrac s must an itemized sbe similarly a time supported. 0ESCRIPT ION of change in work: 1. Provide filter fabric jacket at RCP joints (see attached PEC Project Memorandum addressing same). 2, Provide location detection wire for D.I. pipe(see attached PEC Project Memorandum addressing same). Please return attached PEC Memorandum completing cost/time information blocks. ., q, ewers; 4 r`:3` 1 L . '""a"t sS��`h �vm-'r } .... .}�;+- `YS x�.Y st6.� ��eD��� . 2.-S» . . .. Change Order Type: 0 Deletion •Addition 0 Revision O Other: ( ) Constraints of Change: Initiated by: • Changes in Owner Requirements ❑Unforeseen Conditions ❑Other: I Proposal must be received by:September 12 2000 (22 days from date below). t K14 Ixm•, <u :'�trT E 'f`'s. ^4Y �.. � '"�..fY'v,Fv�i�.+5y J �i N. P.,A._�[:I » A T T A C H M E N T 5 (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 5. 13 2. 6. 3. 1- _ -=vr '41t..'\ .,'vs s n ;�'fs`cr •;, *�, ... `-S'1.+� .. PROJECT NO.: .qgn Inc.:—�dJ' 0E-353-3.0/3-6.2 OWNER:Jim Shire. P E City of Ocoee S OOLD:Rod OIi r bent of Ryan, nc _ DATE: ❑ ENGINEER: Kathleen N. Gierak, P.E.-PEC O FIELD:Rod Winfrey,City of Ocoee August 22, 2000 0 ARCHITECT: 3 CAM:Robert P. Rudd, P.E.-PEC _ K:\const\oe\oe-353WP\s0lryen-a.rfp I PEC/PROFESSIONAL ENGINEERING CONSULTANTS, INC. • Suite 1560, Eola Park Centre JOB No.OE-353-3.0 200 East Robinson Street Time Orlando,Florida 32801 Date August 212000 (407)422-8062 Sheet i_of I Project Memorandum To: Bill Bentley, Sr. P.M., Ryan Project: Maguire Road Improvements-Segment 1 &2 Subject: Request For Proposal No. 01 Record of: ❑ Telephone Conversation(s) ❑ Meeting 0 Instructions 0 Construction Inspection 9 RIP No,01 Stem Description Unit Unit Estimated EsEstimatedContra aal l No. Price Quantity Cost Days •985-I Filter Fabric Jacket(Shall Include All RCP Listed EA 2,400 For Installation Currently Not Required To Be Installed Without Filter Fabric Jacket) •'U-45 Location Detection Wire for Ductile Iron Pipe LF 16,400 * Shall include all RCP joints currently not listed to have Filter Fabric Jacket installation as part of the work to be provided(See attached index sheets for material and installation information). ** Location detection wire shall meet the requirements of Contract Specification Section 15064.2.02.A. The current approved shop drawing for PVC location detection wire shall cover this additional work. End of Memo Copies to: O Rod Winfrey City of Ocoee From: Robert P.Rudd,P.E. File: OE-353-3.0/3-2.7 PEC/PROFESSIONAL ENGINEERING CONSULTANTS,INC. By: Title: Construction Administration Manager k:constloe oe-353\nemos\contractoNl02conz.wpd Page I of 1 - ) j E i1 ) §)\ � \ aR w! g . 1 . 2A : ! 4 . , a i ` \ ; I Rft H §\B § / i| § hH § 11VU§ , 'W M ) ! ] - I ! Y ! ! ! u ! a • G §§§!a ! ! ! ~ § B = R /!4 a m| . , . . 0 . e o , ell. \ G I -, a \ - , , , . , e: . = « «,§tgt •• \ § • iss , , \ • • . \4 \• ` \ sdish • IA ` ƒ , . , , , a . A . e ® ! | (� ` ( " ) o / „ a . . , \ \ „ .Ali Ili / \ )n \ 42.q 4 )+ \ 6 • . 41 . |# > , ,m ! , { • , , : e , . , ® a I/ g . : , , ! I /' .§ !« « \ | § p % ) I )ftq " c " ` )a , ; # aio 41 171 Ett \ tit ! , \• � �i4 . , . |( nq q§ a . . . � . . . . . 81i [§ q : " n1 ! ! e . l , . , , #§ ! | | §l § r% ( / � . . | | I ! G§R , 1 * gt , | { ( \/qtq / ) SQ \ ! ! ! ; ! • /9 ! a \ \ , . . rp . a , ! { . , /) i ) ] _ \ \ } . . : I / 1i � , ° § ! I IJ . ' US l otM of Ow;c«crrr L W, $CCEDULElann Oc BELLII. ITI !A.TLC IVOGr/w4 CIMu h 1. ton [btnf II.$.II.Yr nebL B,C Ric"ncmil at' r,e(N^t✓I „. .. r.�...• Jo'vat. �rw M1+w.Y • ° r,• ' Na my,. ACV r .n.mM1 MwN�Mw �- ,,,r,; ` ,, 1'Saw FS. m Q ?, n.,J mew I•vw m,aMTr.in.r ti" // IPy bLA�—f�J Y//�ll II001 acre men VA ...J T,ur1. v aV S T.Tara om:.(Tenn t.e-,IlxrOf laa w a„ oO‘M SECTION AA CONGITOOINAL SECTION TWO RUBBER GASKET SHORN . eews.t lunwremrav✓nsw I'm„I WOW,µ.0 Prl.nJ DETAIL OF BELL b SPIGOT CONCRETE PIPE JOINT USING ROUND OR PROFILE RUBBER GASKET «11✓b. ' . , 'ncr'« coinJ M I""b 1.s'r"I r„ro,w.sr '^t/Cower CONCRETE COLLAR FOR EXTENSION sr v.Pr,It."'"' Ali � mw •...7 ° .✓ro P B OF EXISTING PIPE CULVERTS ins CONCRETE JAUfT 1.I cr 4 .1 r�•:sb../Lw'»-,w{VW Put ,corn / war., I• I/ r,r. . Tar c., y NMI tin Pin` BELL PI SMO Arnobr r n�/su,rmoTO .4,OYW.I 0 v r "�� BfCCIM•0 SPRAT TPYLLf & GROOVE Tan.P..:.sr✓Lcw.I 015SIM1[AR JOINTS w•n:r In PIP,rrv) = I� . PREFORM PLASTIC IYV' PROFILE RUBBER BASKET a._ ',err Mu -� BEFORE NLVVPS !BEFORE NLbVPI MP S«ry P 0,0 Wln.•I $1ia PP _n#vrwl;luµ vaer bra Wlw MAa Ses P1stP Wrtrrn ELIJPTICAL CONCRETE PIPE JOINTS mJww.., „ c.., ..,n,riser,re,. M ✓b,t.Pu*a r✓. Awe010 I I III CONCRETE COLLAR FOR JOINING O n TN' MATT ,arr ml^ �.F"W.Pr„ MAINLINE PIPE AND STUB PIPE SayLnN r .comb.Slut.c.Iw+IJ _ LUYrK4 P/[ Ybn![wtl, u,u u C.lyrre""&" 1 IN I �/117 + A 1�'�-1 fr.FrbaI Puti&t✓,.vn,NJM•w,�11NM1b',NAM.Is .uCa„wnrw Die e.�ne�rrw.ep.r0. L/M.tea ins, I 1 H Ie..Yn,MIC✓SMMIN r el mita AIM 40W, NISOVEiwc n[M P PIP[„Tan t pp,"�� met M e r P"ZIN weer M tea'niO' j _ �a.PI,.P...,w MISCELLANEOUS DRAINAGE DfTAN Bw✓/Me/rk*ref P..trete,le MI...brn. DISSIMILAR TYPES ••-•• ••^• SI....•••IJ q X.L...._, FOR ALL PIPE PIPES - CONCRETE PIPE SHOWN CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES ..,,.1 m.o..on.P1,..,.w•.n..re«r ...,..... FILTER FABRIC JACKET OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS PIPE PLUG .. ...r. . ... . ...... ..,« .,r o 1°r 4 280 SI " . WI.OfCam l DauntI' rw/y...., SCHEDULE es Sr ELL MY, A. -Iv Be f✓+[at M verb/ &pal dents Sr7. ELL A K Ar B.0 A+wN a/,Y -'a, — pure ie� ue.„...„ bYu. _ __ A C re- Cage MYrd • n' r 4Wq[•w"W m oa _ ...rd r._ � raw Eroa. , i `��00.0 /y A''h f f's lw I lll®llJ. EMI - 0 Oa ova °a'm. rw`smw°+.,�I.e✓ TYw me. — 8aoi//�- ' Yfiea l OF 14M,as.,Cale Son d PACNI 0 +r on 10 - °oe° w... n w'°4 ln..✓.a..6,.✓vows __ ____ uwt_Eee.A+e ___ Pe _ 0 V SS O.p95 - Picts Y&SS: 56. Off0. re 3at wY d Of ✓IA am„Ian Wrath.of Pas ei' 0 V - .IW WeC Y derma�✓q 4xe..ni. a' o•tomv HMI SECTION AA LONGITUDINAL SECTION ROUND AMER T CASKET G RN wb.ova IS rrw1 f0 r Nmlbue.INoobe✓e.9ny LIII M✓ DETAIL OF BELL & SPIGOT CONCRETE PIPE JOINT USING RWND OR PROFILE RUBBER GASKET :xrY.Re00 a..r��rMlAna�W roN lavalnwmr� r la Pie/r.v rk.ae tr.r ""'/Lii". CONCRETE COLLAR FOR EXTENSION ^ rw^N.ee'•ErA "^' °,,ai iI,s1 A',^d e'tSin.�P^„^w'm. • OF EXISTING PIPE CULVERTS .17 Ya e.YaN•owaN Tr*_ ,n�o f•a C.&rl 2..Y.o it ad Iv Arm IS.T te• • t.•Fr roes b•A✓,wm w"c..w.I. ; I CONCRETE JACKET cm T tome. wwMasi m.. i ,w..n I cwrr wY r3•. �1j .,l I� I , wM �, �` Ii i. rurn.3lnN Mlin.fyNrry.INax.xlo. NIMW f •,/ \ am aro snot / TONGUE AGROOVE w50wbn 0 rr I rave laS,„an Pas n✓flak mY EN.✓ d55INILAR .ONTS d �ybr/wyf = Wey/d fm PREFORMEDO PLASTIC!CENT 'PXBEF RE FVL GASKET •rl/•I ea 1 A,Sweat"Wad f BEFORE PULL-UPIt I�BEJFa64E NfL'xPl Ara„et Sweat a,kra.e,••Imnpb'IpW Sra'la NM �� SiIa a✓'trn'!/Mv+'emvr�✓se'M !I CIA ad INN PM RAW ELUPTICAL CONCRETE PIPE JOINTS CAI..mv.l.N„„is M„„„N„,hn un Vb rp vW„...„ athi „a NYA-Ewu O 11 ":':r I CONCRETE COLLAR FOR JOINING '^".rr. m..ml AIAINUNE PIPE AND 5708 PIPE ww owk. wawa PIY. f✓v lut et 3 rwafrw.r• w..n rb P.mffve..r r l r O Y., warn C ✓mono..x.1gn®rrpYN Gayle r. er.E..•E.' !p drp.k '• mv�wrypkv/p✓Wre�vie pvl nN[N SNIM A »n rro iSI W0nk• ..IflI✓Idwirat4arra,: e•.P ••Af 0,r.o•e,oA.e,vl.E e.emVOeAnae fYP,N,ror SMav b ror r nmmev:ne M.YP mw,n misnvm +Y.Pt:Ian a ISOMETRIC Yen ECM r.rIA,.A..mr MISCELLANEOUS DRAINAGE DETAIL PIPE SECTIONS E Ar✓flip.,/mk Mad lava Y OW 0 sr.wheel. DISSILILCR TYPES .A IYar. al ••.•. •.... .•.••A •AACL. C FOR ALL PIPETYPES • toe✓Ota eM�w lawn M wawa o Sic r CONCRETE PVT swnx CONCRETE JACKET FOR CONNECTING DISPMILAR TYPES an peke Ay not✓ . FILTER FABRIC JACKET OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS PIPE PLUG ..... ... A Iery 280 • • STANDARD CRITERIA . CLASS ere APPLYATRW STAIIIMPO PERMITTIVITY 20.2 [PUJI 1nrY MIcmRE ITIMMIOAL Vat POIM VY DESCRIYTal MOEr an sic Ma• 371104171 WSW i TEAR WW2[rPlYIM LL.N COMMENTS II II If [Y/Y .wi seem bW CWUVIY wit ala +a b[I /[n 0-2. fat D.21 rN CO [b WI b so hwlh 2 122 W4r•IWDq raw. 04 Strirwrsovean sat Iowa [sat Pawn nwn u✓</Ib.nr Wean MwIIM.rAY Iowan frames.,mots&snob r Mn C M[nos M L✓[IY Cantalu TM lager ISO am Y[ 2•.n..wannr W®vnE Ni.CO Sat Iwnw cases ben rn,gra✓.Irowa Tag.IYM�.wm.l2n Rai Ol <ei C ILa 'm 2b v.reasan a6•4063 O2 .VrWrD:w rev SI xb[ IS[x Ni Co Dery Dnr.✓n. MM-Damn. dN.Canada en b 555 Pmn. _ >b[ d abi m• A�w� [4 SOt -- a•70 [ Ind F •5 b[M✓mY�M Fyn•µ y Amber 50 rMs>T.n.M•nRe rs 0 Pc.Ital. Caret a >b[ pt > 'Ai >so. _ >so. 1 •n v •• Werra a • * - L PASe.M A SAL MENU [yplxn news Maras m [rypl)n w M.won✓x nu larks Yvn. CIOyM Ay 9tYE *J MJM mar ma eµel D J rtxn x m < 4 WI IfY <N[ s SOT m >bi 430 •e b so M[y Mrr meow gra . OFUNIL£ yunn v Ina at re on a SOT ]N >bi rm ID! ✓Inhere 9i DI >a[ ® agate fiwnw rg/u.m.rawly✓Is WI A> Inn[.r M.M[Y he MA nMXhM N MC W[of M aura YVn • iO _ ./t. Y 1WlMh D� n,.M.rtn IYa ...aj DX ]m 2m as b 39 [xvrprdYSOT Y✓ .nnA✓lu pa swasse as tl 0 5veneerer redone ela It mI Df n i9 no 2m es So5X ] no as Y w e. M .Nu.r20 au 0-6 Ewa A ... - of [..,x.la IOW EROSION E-/ • v nnw nnmtr many If r]r•✓aW'kw,m Y Dl e✓. [EI E.2 ars Sam 0.5 NA m MO NA ✓A m m Ewn omen or -J i tar m I(ripe er NA MA NA MA PIA NA n.[ n 2¢D Y.n<•r Per>Mw•er✓e.nmy 2a Nnn E Pan*.Ewe an -[ I run n.mw>g wrr 1 T [r Mt MA NA NA NA NA NA IS I a 30 226 ✓ul^n Pn.larvr g4n pJ& .J MRn - — [-5 iM rii'Mvn�berm M.v NA YA NA WA I MA NA NA Y122 p 2Ptl w. ry Li MP[n ,An NnWW.Wgrnw STASIUZAT.CN R-1 •2•0•2 _ MO WO W [RI R-2 S.m.rin 0..03 N too M 25 2m Iry IrD•r✓✓,w nor w.•Yw rr GtWMAL NOTES I.alba,its Ice 4 ws n In wv�a'�M��.A I arn.wnth . TABLE I L A t bis.n IA0[•.w AKnu[MXL vibes ',gen.x the gen. Y.y vin✓W hrx>Yaw tea A05 .MNUN FtLbt AMOK[ n no Tan • nnrl _ u10b4 2. Tenal Ilrlrrne ever✓x IM S.✓nllx/✓PWrn S..rnr en y M *M 2vYrrmy ex Ma. 0 5999r9 rKrv-Dcu Gear n.wane ftISrv.0.M5[ I. Vern'ygµ/bly rgrw.E G 6MY[MR ono.A M.N alma M S.n.04 ASIM-0.<05 ra n . via am ✓ailwe 094.5 Yswly M/see 5..Drsky P.S.3 DESIGN NOTES' 09.$9•yn IKIM-O0Ke I. M O0Irnn9 rryMv eel.0Xu✓0 IOW Mt nM.n 'win ♦SIY.D.tlJ] r Nrrxm.IM YWA 2 ASIY.0-W5 YAW rn M me✓w mlbM x m Mon ynw/wa:M. rtni DP rwu unranAYo• Why 990 Aflame I AMMO ASrv.0.4J55 rare Winn x sown Y 2or.rnaa mu,IA nM reign n4 M inn.:l/Y✓r rgn. PMr..pa nre.e L.w Amapa., L';r Aerwpawnens IYI.....Iyrw Aft KlM-D..55s GEOTEXTILE CRITERIA 5. sl •nr Sian easy ly[brut wen NM ant*Wars,/M lnr. ItIAMn�e✓t wl rW l•lYevnrM R++.eM M tanotrilly.Inn fW 6erM.[qMI9 WWI se� ....r I.n. •rnn r� . �° .D{.- - .bees r. OS la "-OP se 199 • D M@ [ 1_3 NOV 15 2000 i i - 7 PECIPROFESSIONAL ENGINE : ONSUL , INC. 200 East Robinson Street, Suite 1560, Oran o, Florida 32801 RECEIVED Project Name: Ma.uire Road Im.rovements Se.ment 1 & 2 r 2 2000 Project Number: 0E-353-3.0 P.E.c. Ms. ' r ' on WORK COPY Subject: Cost Pro.osal Summa CPS No. 2 _ - , „! ONE COPY& ROUTE TO Recommendation by Engineer: (Forward to Owner for Review) - i /(�""'.- . t j FI`[ jV8r0 Contractors CPS No.2 for plugging of Non-artesian Water Well appears reaso eand ls�iere , recommended: Lro. -±3-er•_s Signature of Engineer/ Date: //_ /y" 7ooO Acceptance by Owner: (Return to Engineer For Processing) 9.07p72 d it° - er/o s r-s Ex c c-tn 2 o o . c y Signature of Owners Authorized Representative: Date: /Ver/Iii) o Engineer to Prepare Necessary Change Order 0 Engineer to Re-negotiate Change Proposal as Noted Above ❑Other as Above k:\const\ae\oe-353\forms\CPSA02.wpd Finimg E A 5 T E R N RECEIVED• November 1, 2000 NOV 0 73 2000 P.E.C. IHC. CP14117 Correspondence Xs wonR coax N 0067-010 on csu?g.. a. ONE Coi"! ' r.::,;1'i' Mr. Robert P. Rudd,P.E. 1 Professional Engineering Consultants, Inc. ` ;#* 200 East Robinson Street, Suite 1560 '* ` 1, Orlando, Florida 32801 :.- o^ ,.r T7� o'm- RE: Maguire Road Improvements —Segment 1 &2 TO ems' Ocoee, Florida Dear Mr. Rudd: Ryan Incorporated Eastern ("Ryan"), as requested by RFP No. 02, submits attached cost proposal to perform additional work to plug non-artesian water well on the referenced project. Please review and issue a Change Order in the amount of$1,200.24 to include this additional work. Should there be a question,please do not hesitate to call. Sincerely, Ryan Incorporated Eastern Central Florida Division 6 Bill e — Sr. Project Manager Cc: James Shin,P.E. —City Engineer/Utilities Director Project File # 0067 RYAN INCORPORATED EASTERN 10125 WEST COLONIAL DRIVE, SUITE 203A OCOEE,FLORIDA 34761 (407)521-2887 FAX(407)521-2872 /� GROFESSIO NAL ENGI, ERING CONSUL TANTS,INC. REQUEST FOR PROPOSAL PEC/EOLA PARK CENTRE, 200 E. ROB.ASON ST., SUITE 1560,ORLANDO, FLORIDA 3260. FOR PROPOSED CHANGE Affiliate Firm: PEC/W.K. Daugherty Consulting Engineers (REP) engineers planners NO. 02 surveyors PROJECT DATA: NAME: Maguire Road Improvements- Segment 1 &2 PROJECT NO.:0E-353-3.0 LOCATION:City of Ocoee DATE:October 17, 2000 OWNER: City of Ocoee DRAWING NO.: OTHER: SPEC.SECTION: r yam. v: •: rti. . .n t >x Oiait;`ftet`t't.4 , r-ai :,�. m'��'fd. 'S���...2Y ,..`,�xpiTc. :,1i"rY nx4 TO CONTRA TO RI: Ryan,Inc.-Eastern Please provide the undersigned a proposal for the following change in the work within twenty-one (21) calendar days after receipt of this anduallimateriale r nd labor(by trade),osal must clearly and overhee the ad costs e of the andposed change in the workfees.Any amount claimed for'subcontracts must an itemized estimate be similarly the time supported. DESCRIPTION of change in work:Item No. 110-5 PW quantity one(1)-Plugging Water Wells INan-Artesian). Please see attached St. Johns River Water Management District. Technical requirements for plugging water wells. Proposed shall include permitting if required. • Change Order Type: o Deletion •Addition 0 Revision 0 Other:I Constraints of Change: Initiated by: o Changes in Owner Requirements D Unforeseen Conditions ■Other:1 Additional Work Item) Proposal must be received by:November T, 2000(22 days from date below). A T TA C H M EN T S (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2, 5. 3. 6. PROJECT NO.: 9 OWNER:Jim Shire, P.E.-City of Ocoee CI CONTRACTOR:Bill Bentley-Ryan, Inc. OE-353-3.0/3-6.2 9 ENGINEER: Kathleen N. Gierok. P.E. -PEC O FIELD: Rod Winfrey,City of Ocoee DATE: O ENGINEER: Fursan Munied, P.E. -PEC O CAM: Robert P.Rudd, P.E.-PEC 10/17/2000 K:\consl\oe\oe-353W0/02ryen-I.rlp • 11/1/00 EXTRA WORK MAGUIRE ROAD IMPROVEMENTS PLUG WATER WELL ASSET# DESCRIPTION HOURS RATE TOTAL EQUIPMENT COSTS -== ■�TOTAL - CONTRACTORS MARKUP 7.50% $ - TOTAL EQUIPMENT(INCLUDES RENTAL) $ - LABOR COSTS _ TOTAL LABOR $ - CONTRACTORS MARKUP 25% $ - TOTAL LABOR $ MATERIAL COSTS-INVOICES $ - CONTRACTORS MARKUP 17.50% $ - TOTAL MATERIALS $ - SUBCONTRACTORS $1,075.00 $ 107.50 TOTAL SUBCONTRACTOR $1,075.00 10.00% $ 107.50 $1,182.50 BOND 1.50% $ 17.74 GRAND TOTAL $1,200.24 ST. JOHNS RIVER WATER MANAGEMENT DISTRICT CHAPTER 40C 3, F.A.C. WATER WELLS Revised January 2, 2000 4JOHNS R,V • S gni F- �,Q $0 ••tiAGE NOS CHAPTER 40C-3 WATER WELLS 40C-3.011 Policy and Purpose. 40C-3.021 Definitions. 40C-3.032 Delegation. 40C-3.035 Agreements. 40C-3.037 Water Well Contractor Licensing 40C-3.038 Violations of Contractor Licensing Requirements. 40C-3.039 Penalties. 40C-3.0391 Enforcement. (Repealed) PART I PERMITTING 40C-3.040 Scope of Part I. 40C-3.041 Permits Required. 40C-3.051 Exemptions. -40C-3.101 Content of Application. 40C-3.201 remit Processing Fee. 40C-3.301 Conditions for Issuance of Permits. 40C-3.321 Duration of Permits. 40C-3.341 Suspension andRevocation.(Repealed) 40C-3.411 Well Completion Report. 40C-3.451 Emergency Authorization. (Transferred) 40C-3.455 Variances. 40C-3.461 Inspection. 40C-3.492 Violations of Permits. PART II STANDARDS 40C-3.500 Scope of Part II. 40C-3.502 Construction Methods. 40C-3.507 Casing and Liner Pipe Standards. 40C-3.512 Well Construction Requirements. 40C-3.517 Grouting and Sealing. 40C-3.521 Well Seals. 40C-3.525 Explosives. 40C-3.529 Flowing Wells. 40C-3.531 Abandoned Well Plugging 40C-3.532 Violations of Well Construction Standards. 40C-3.900 Forms and Instructions 1 40C-3.011 Policy and Purpose. (1) The purpose of chapter 40C-3, F.A.C., is to implement the duties and responsibilities of the District under Part III,Chapter 373,ES, and those responsibilities and duties delegated to the St. Johns River Water Management District by the Department of Environmental Protection relative to regulatingthe location, construction, repair, or abandonment of wells, and the licensing of water well contractors. It is the policy of the Governing Board that these rules are reasonably necessary to insure the protection and management of water resources and the health, safery, and general welfare of the people of this District. (2) The rules in this chapter implement the regulation of wells through the following parts: (a) Part I of this chapter establishes a pemitting system for the location, construction, repair or abandonment of wells. (b) Part Il of this chapter establishes theminimum standards for the construction, repair, or abandonment of wells. (3) Additional District rules relating to well construction are found in chapter 40C-5, F.A.C.,(Artificial Recharge),and 40C-2, F.A.C.,(Consumptive Use). , (4) Rules relating to Water Well Contractor Licensing and enforcement guidelines are found in chapter 62-531,F.A.C.,(Water Well Contractors). Speafic Authority 373.044, 373.113 FS. Law Implemented 373.103(1), 373.306, 373.308, 373.309, 373.313, 373.314, 373.316, 373.319, 373.323(2),373.326, 373329, 373.333, 373.342 FS. Hisiary-- New 10-14-84,Formerly 40C-3.011,40C-3.0011,Amended 9-17 89. 40C-3.021 Definitions.When used in this chapter: (1) "Abandoned Water Well" means a well the use of which has been permanently discontinued. Any well that is in sucha state of disrepair,as determined by a representative of the District, that its continued use for the purpose of obtaining groundwater or disposing of water or liquid wastes is impracticable, is considered to be abandoned. (2) "Ammtus or Annular Space" means any artificially created void between a well casing and a borehole wall or the spare between two casing. (3) "Aquifer' means a geobgic formation,group of formations,or part of a formation that contains sufficient saturated penneable material to yield useful quantities of groundwater to wells and springs. (4) "Casing diameter" or"diameter of casing' means the larg:st nominal perrmnent water bearing casing For the purposes of this section,the diameter of the casing at theupp er terminus will be presumed to be the diameter for the entire lengh, unless the well owner or contractor can demonstrate that the well has a smaller diameter permanent water bearing casing below the upper terminus. 2 (5) "ConfningUnit" means a body of distinctly less peaceable material stratigraphically adjacent to one or more aquifers. "Intermediate" as used in paragraph 40C-3.517(4)(c) refers to the materials and spedfically carbonates that lie between and colkctively retard the exchange of water between the ovedying surficial aquifer system and the underlying Floridan aquifer system. The system nomenclature is described in Florida Geological Survey Special Publication No.28 (1986). (6) "Consolidated" means a stratum which is cemented with a binding substance commonly derived from within the deposit containingthat stratum. (7) "Consumptive Use Permit" means a permit issued under chapter 40C-2, F.A.C. (8) "Contractor' means any person licensed by the Department,or a water management district, in accordance with chapter 62-531, F.A.C., and engaged in the business of construction, repair,or abandonment of wells. (9) "Department" means the Florida Department of Environmental Protection. (10) "Driller" means a licensed contractor or a person working for a licensed contractor who actually constructs the well. (11) "Drive Shod' means any device specifically designed, fabricated and installed to protect the lower end of a water well casing or liner pipe from collapse or other damage while the casing or liner pip a is being driven into p lace. (12) "Field Log" means an accurate, written documentation of all construction activities needed to fill out well completion reports. (13) "Filter Pack'means sand or gravel that is uniform,clean,and siliceous.It is placed in the annulus of the well between the borehole wall and the well screen. (14) "Gang Well"means a system where two(2)or more water wells are coupled together with a common header or manifold. (15) "Grout" means a mixture of water and either Portland cement (American Concrete Institute type I, type II, type III, or any other types of cement approved by the District), or Bentonite and accep table additives approved by the District. (16) "Inspection Port" means any opening in the well seal or casing wall not less than one-half inch in diameter through which unobstructed access to the inside of the casing can be obtained for measuring water levels. (17) "Jetted Welt means a pipe meeting section 40C-3.507 standards with an attached well point or open ended screen. The well is installed in unconsolidated fomntions by the washing action of a waterjet. (18) "Liner" means a pipe which either is installed within the outer casing to repair, or protect the outer casing or is installed below and separate from the outer casing to seal off caving material which may be encountered in the op en hole of the well (19) "Monitoring Well' or "Observation Well" means a well used primarily to monitor hydrologic parameters such as water levels or water quality. 3 (20) "Nominal" means those standard sizes of pipe from one-eighth inch to 12 inches, specified on the inside diameter, may be less than or greater than the number indicated. "Nominal" whenreferred to the grouting annulus means either the available void thickness between telescoped casing varying less than 0.20 inches below standard where one inch of grout is required and 0.35 inches below standard where two inches of grout is required or the average available void thickness between the borehole and outside wall of the casing. (21) "Packer" means a device placed within the well casing that seals the joint between two pieces of casing between the casing and screen, between one formation or water bearing strata and another,or between the fommtion and the casing (22) "Particulate Material' means any small pieces or grains of naturally occurring sediments. (23) "Potable Water" means water suitable for human consumption and approvable by the county health unit(Florida Department of Health and Rehabilitative Services). (24) "Public Water Supply Weir means a well constructed for the purpose of supplying water to a public water system, as permitted under chapters 62-550, 62-555, 62-560 and 10D4, F.A.C. (25) "Public Water System" means a community or non-community system for the provision to thepublic of piped water for human consumption, provided that such a system has at least 15 service connections or regularly serves at least 25 individuals daily at least 60 days out of theyeay as set forth in chapters 62-550, 62-555,and 62-560,F.A.C. (26) "Telescoped casing' means an interior casing extending below and seabd within an exterior casing (27) "Test Hold' or "Exploratory Well' means any temporarily cased or uncased hole drilled, bored, cored, washed, or jetted, the intended use of which includes obtaining data for engineering or for geophysical or geobgical expbration, prospecting for minerals or products of mining or quarrying but not for the purposes of producing,disposing of,or searching for water. (28) "Upper terminus" means that portion of a well casing ending at land surface or within an approved depth below land surface as described in subsection 40C-3.512(6). Land surface is considered to be the gromd elevation of the finished grath at the well. (29) "Water Well'means a well as defned in section 373303(7),F.S,whith includes any excavation that is drilled, cored, bored, washed, driven, dug jetted or otherwise constructed when the intended use of such excavation is for the location, acquisition, development or artificial recharge of ground water. This term does not include any well constructed for the purpose of obtaining or prospecting for oil,natural gas minerals or products of mining or quarrying for inserting media to dispose of oil brine or to repressure oil-bearing or natural gas-bearing formations; or for storing petroleum,natural gas or other products; or for temporary dewatering of subsurface formations for mining quarrying or construction purposes. (30) "Well Casing"means a pipe installed in a borehole or driven. 4- (31) "Well Completion" means termination of all construction, repair or abandonment activities.Continuous absence of a drill rig from the construction site for five or more days indicates that the well is deemed completed by the driller,unless proper notification,such as a telephone call, is given to a representative of the District. (32) "Well Completion Rep oR" means the form supplied by or approved by the District. Speafic Authority 373.044, 373.113, 373.171 FS. Law Implemented 373.019, 373.106, 373.303, 373.306 FS. Hisbry--New 10-14-84, Amended 12-5-85, Formerly 40C-3.021, 40C-3.0021. Amended 9-17-89. 40C-3.032 Delegation. The authority for general administration of chapter 40C-3, F.A.C., is delegated to the executive director of the District. It is the policy of the Board that in making this delegation the executive director is authorized to designate specific staff members to carry out various tasks but that overall supervision and responsibility shall rest with the executive director. The executive director is expressly authorized to issue permits under this chapter as provided in section 373342(1), F.S. Specific Authority 373.044, 373.113 FS. Law Implemented 373.308, 373.309(2), 373342 FS.History--New 10-14-84,Formerly 40C-3.032, 40C-3.0032.Amended 9-17- 89. 40C 3.035 Agreements. The Governing Board hereby incorporates by reference the following documents: (1) -"Memorandum of Understanding Between the St. Johns River Water Management District and the Department of Environmental Protection Concerning Procedures for Handling Public Drinking Water Supply WellSources Applications" dated January 20,1981. (2) "An agreement Between the City of Jacksonville and St. Johns River Water Management District Regarding Water Wells"dated November 29,1978. (3) An Interagency Agreement Between the Department of Environmental Protection and the St. Johns River Water Management District and the Department of Health and Rehabilitative Services, dated June 25, 1992, (revised to read Department of Environmental Protection) regarding delineated area permitting, Chapter 17-524, F.A.C., (transferred to 62-524, F.A.C.,February 7, 1995.) (4) An agreement between Indian River County Health Department and St. Johns River Water Management District regarding water wellpenc tting,dated November 8, 1995. (5) An agreement between Clay County Health Department and St.Johns River Water Management District regarding water well permitting dated November 8, 1995, amended December 22,1996. (6) An agreement between Volusia County and St. Johns River Water Management District regarding water well perrrittingdated April 18, 1996. (7) An ag ement between St. Johns County Health Unit and St. Johns River Water Management District regarding water wellpermittingdated July 21, 1996. 5 (8) An agreement between Nassau County Public Heath Unit and St.Johns River Water Management District regarding water well pernittingdatad July 21, 1996. (9) An agreement between Flagjer County Public Heath Unit and St.Johns River Water Management District regarding water well pennittingdated January 8, 1997. (10) An agreement between Florida Department of Heath, Lake County Heath Department and St.Johns River Water Management District regarding water well permitting dated September 7, 1999. (11) An agreement between Florida Department of Health, Osceola County Health Department and St.Johns River Water Management District regarding water well permitting dated September 7, 1999. Spedfic Authority 373.044, 373.113, 373.171,FS.Lawlmpkmented 373.046, 373.083, 373.309, FS. History--New 10-14-84,Amended 12-5-85, Formerly 40C-3.035,40C-3.0035. Amended 1-8-96, 4- 21-96, 7-21-96, 12-22-96, 3-10-97, 1-2-00. 40C-3.037 Water Well Contractor licensing. Chapter 62-531, F.A.C., effective May 25, 1989, which requires the licensing of water well contractors and includes the water well contractor disciplinary guidelines and procedures manual,is hereby adopted by reference and made part of this rule. The licensing program shalt be administered and enforced by the District under the authority delegated to it by the Dep ortment of Environmental Protection. • Speafic Authority 373.044, 373.113, 373.171, FS. Law Implemented 373.323, 373326, 373.333, 373.336,FS.History--New 10-14-84, Formerly 40C-3.038,40C-3.0038.Amended 8-1-89. 40C-3.038 Violations of Contractor licensing Requirements. (1) Violations of the licensing requirements of this chapter are specifically listed at sections 62-531.380,62-531.450,and 62-531.500,F.A.C.,in effect on July 1, 1989. (2) Actions which may be taker by the District upon determination that a violation has occurred are set forth in section 373333,F.S,and chapter 40C-1,F.A.C. Speafic Authority 373.044, 373.309, 373333, 373.119, 373.129, 373.136, FS. Law Implemented 373.119, 373.333, 373.306, 373.313, 373.129, 373336,FS.History--New 10-14-84, Formerly 40C- 3.0391, 40C 3.00391. Amended 8-1-89. 40C-3.039 Penalties. Penalties for viohtion of this chapter shall be as provided by sections 373.129 and 373336, F.S, and chapter 62-531, F.A.C., which includes the water well contractors disdplinary guidelines and procedures manual as adopted by the Department and delegated to the water management districts. Speafic Authority 373.044, 373.113, FS.Law Impkmented 373.129, 373.308, 373.309, 373.336, FS. History--New 10-14-84, Formerly 40C-3.039,40C-3.0039.Amended 8-1-89. 6 40C-3.0391 Enforcement Specific Authority 373.323(8) FS. Law Implemented 373323(8) FS. Histoty--New 10-14-84, Formerly 40C-3.037,40C-3.0037,Amended 6-4-89 Repealed 8-4-98. PART I PERMITTING 40C-3.040 Scope of Part L This Part sets forth the permitting requirements applicable to the construction,repair or abandonment of wells.Unless expressly exempted by statute or this chapter, all wells must be permitted prior to construction, repair or abandonment and must be constructed, repaired,or abandoned by a licensed water well contractor. Specific Authority 373.044, 373.113, FS. Law Implemented 373.303, 373.308, 373.309, 373.316, 373.326, 373342, FS. History--New 10- 14-84, Formerly 40C-3.040, 40C-3.0040. Amended 9-17- 89. 40C-3.041 Permits Required. (1) Unless expressly exempted by Statute or this chapter, a well construction permit Must be obtained from the District prior to the construction, repair or abandonment of any well within the District's jurisdiction. (2) A well construction permit must be obtained from the District prior to the construction, repair, or abandonment of any non-potable water well in areas designated by the Department pursuant to chapter 62-524, F.A.C. All potable wells will require a permit under chapter 62-524,F.A.C., from the entity to which the authority to issue a permit has been delegated. (3) Unless expressly exempted by Statute or District role, a well construction permit must be obtained prior to the construction of any gang well, the total nominal casing sizes of which equal six inches or more,for the purpose of procuring or obtaining water other than for dewatering. (4) No test hole or exp bratory well shalt be converted to a water well until a well construction permit is obtained. (5) A well construction permit is required prior to theconstructionof any public supply well Those parts of chapters 62-550, 62-555, and 62-560, F.A.C., which set forth public supply well construction standards andp er nittingstardards are hereby adopted by reference and made part of this rule This permitting progam shall be administered and enforced by the District under the authority delegated to it by the Department,pursuant to general delegation of authority to water management districts on August 20, 1974. This authority with respect to public supply wells is more specifically set forth in the Memccandumof Understanding between the St.Johns River Water Management District and the Department,dated February 15,1978. Specific Authority 373.044, 373.113, 373.171, FS. Law Implemented 373.103, 373.309, 373.313, 373.316, FS. History--New 10-14-84, Amended 12-5-85, Formerly 40C-3.041, 40C-3.0041. Amended 9-17-89, 1-8-96. 7 40C-3.051 Exemptions. The folbwing wells are exempt from the requirements of section 40C- 3.041. (I) Existing wells exempted by section 373316,F.S. (2) The wells exempted under subsection 373303(7), F.S. This exemption does not relieve the applicant from obtaining any permits which may be required under chapter 40C-2 (Consumptive Use), chapter 40C-0 (Surface Water Management), chapter 40C-5 (Artificial Recharge),or chapter 40C-40(General Surface Water Management Permits). (3) The construction, repair, or abandonment of a water well which is a nominal two inches or less inside diameter by an individual who is not a licensed contractor for his own private use on his own or leased property,provided the provisions of section 373326(2),F.S, are satisfied. The well must be constructed, repaired or abandoned in accordance with the standards of this chapter and the well completion report is submitted in accordance with section 40C-3.411. This exemption does not apply to public water supply wells. (4) A well constructed solely as a test hole or exploratory well as defined in subsection 40C-3.021(22). (5) The construction,repair or abandonment of a water well with a nominal casing size of less than sixinches by a licensed contractor,provided that a well completion report is submitted in accordance with subsection40C-3.411(1)and that the well is constructed, repaired or abandoned in accordance with the standards of this chapter. This exemption from permitting requirements in 40C-3.041 does not apply to: (a) public water supply wells, (b) any non-p otablewell construction in an area delineated pursuant to chapter 62-524, F.A.C., (c) any potable well requiring a permit pursuant to chapter 62-524,F.A.C. (d) any water wells within jurisdictions to which the District has delegated authority pursuant to section 40C-3.035,F.A.C.,for water well construction for wells less than nominal well casing size of 6". (6) Wells intmded for use as injection wells which have received a permit under chapter 40C-5,F.A.C. Specific Authority 373.044, 373.113, 373.171, 373.309, FS. Law Implemented 373.303, 373.308, 373313, 373.316, 373.326, FS. Hin,ry--New 10-14-84, Amended 12-5-85, Formerly 40C-3.051, 40C-3.0051.Amended 9-17-89, 3-10-97. 8 40C-3.101 Content of Application. (1) Permits will only be issued upon application by the owner on whose property the well will be located,or the owner's agent. (2) Applications forpennits required by this chapter shall be filed with the District. The application shall contain: (a) The name,address, telephone number, license number, and signature of the licensed contractor who will be constructing the well, except in the case of a state agency or political subdivision that needs an indication of approval from the District in order to obtain financing to construct a well. In this case the District will take action on an application for a permit not signed by a licensed contractor by conditioning the effectiveness of the permit on completion of a copy of the application by the licensed contractor that obtains the bid to construct the well, and receipt of the completed copy by the District; (b) The name, address, telephone number, and signature of the property owner or his agent,if applicable; (c) Written authorization from the owner designatingthe authorized agent,if any; (d) The location of the well(to the neatest one-quarter section, or latitude and lon@tude to thenearest second,or state plane of coordinates to the nearest one hundred feet), and site map of the well location,depicting landmarks and providing a scale; (e) The expected depth of the welt (0 The proposed use of the welt (g) The estimated avenge daily volume of the proposed use; (h) Thespecification for well construction including the size(s) of the casing to be used, the proposed construction, repair or abandonment method, specifications including casing types, casing diameters and depths; open hole or screened intervals and sizes and screen opening and proposed grouting materials; (i) The proposed method of construction and completion of the well, or the method of pinging and abandoningof the well; (j) Theproposed pump size (k) The District consumptive use pennit number, if a consumptive use permit is required for the use;and (I) For public supply wells,the name and address of the business, subdivision or other water system for which the well is proposed; the number of persons the well is intended to serve; and a plat or sketch of the well location showing property boundaries,existing buildings or physical features, the location of all known and proposed sources of contamination in the vicinity, and the location of power lines or overhead obstructions. (3) The application must be signed by the owner or his authorized agent, if applicable. The application must also be signed by a licensed contractor. (4) The required fcepursuant to section 40C-1.603,F.A.C., shall be submitted with the permit application. 9 (5)(a) In addition to the information required to be included on the District fort, the District staff may specifically request such reasonable addtional information as may be necessary to evaluate the hydrologic impacts of the witldrawalto ensure that the impacts will not be harmful to the water resources of the District as set forth in section 40C-2.301, F.A.C., and are in compliance with statutory and rule requirements. Pursuant to section 373232, KS, the District will cite a specific rule when requesting such additional information. (b) Such requests for addtional information will be made in compliance with section 120.60,F.S.and chapter 40C-1,F.A.C. SpeaficAuthority 373.044, 373.113,FS.Law Imp kmented 373.309, 373.341, FS. History--New 10- 14-84, Formerly 40C-3.101,40C-3.0101.Amended 9-17-89. 40C-3.201 Permit Processing Fees. There shall be a non-refundable permit processing fee as specified by section 40C-1.603,F.A.C.,payable to the District at the time that an application for a permit is submitted. Speafic Authority 373.044, 373.109, 373.113, 373.171, FS. Law Implemented 373.109, 373.398, 373.309, 373313, FS. History--New 10-14-84. Amended 12-5-85, Formerly 40C-3.201, 40C- 3.9201,Amended 10-1-87, 8-1-89. 40C-3.301 Conritions for Issuance of Permits. (1) In order to obtain a permit under this chapter an applicant must submit a permit application as specified in section 40C-3.101. (2) Thepemit application fee shall accompany the original application according to the fee schedule provided in section 40C-1.603,F.A.C. (3) The applicant must certify that the proposed well will be constructed, repaired or abandoned in compliance withthe criteria set forth in Part II of this chapter, which inchides chapter 62-532,F.A.C., adopted by reference therein. (4) A consumptive use permit, if applicable under chapter 40C-2, F.A.C., must have already been obtained. (5) The proposed well must not adversely affect the water resources of the District. (6) The application must be complete and must meet the requirements of chapter 373, KS,and this chapter. Specific Authority 373.044, 373.113, FS. Law Implemented 373.103, 373.306, 373.308, 373.309, 373.313, FS.Histry--New 10-14-84, Formerly 40C-3.301,40C-3.0301.Amended 9-17-89. 10 40C-3.321 Duration of Permits. (1) Each emit shall be valid for a period of ninety (90) days from the date of issuance. In the event construction, modification, repair, or abandonment is not completed within that time, the permitting authority shall Wend the time limit upon written request by the pernittee, in accordance with (a) and (b), or require the applicant to obtain a new permit before continuing construction, modification,repair,or abandonment of a water well. (a) One extension of an existing permit for a period not to exceed (90) days shall be granted by the p emuttingauthority upon written request provided: 1. The request is submitted by the pemittee prior to the expiration date of the permit; and 2. Thepernittee affirms circumstances and conditions have not changed substantially since pemit issuance so that the proposed water well shall not adversely impxt the water resource. (b) Fora public water supply well, an extension not to exceed a period of one(1)year from date of pemit issuance shall be granted by the permitting authority, in increments of ninety (90)days,upon written request provided conditions set forth in(a)1.and 2. are satisfied. (2) Construction, modification, repair, or abandonment of a water well shall not commence or continue after the expiation of a permit, unless written request for an extension has been provided to the District prior to expiation of thepemit. Speafic Authority 373.044, 373.113,FS.Law Implemented 373.113, 373.171, FS. History--New 10- 14-84, Formerly 40C-3.321,40C-3.0321.Amended 9-17-89, 1-8-96. 40C-3.341 Suspension andRevocation. Speafic Authority 373.044, 373.113, FS. Law Implemented 373.103, 373.306, 373.308, 373.309, 373.313, FS.History--New 10-14-84, Formerly 40C-3.341, 40C-3.0341.Amended 8-1-89. Repealed 8-4-98. 40C 3.411 Well Completion Report. (1) Well completion reports are required for the construction, repair or abandonment of all wells regardless of whether a permit is required under section 40C-3.041. Well completion reports shall be filed with the District by the contractor within 30 days of the completion of the work (a) Well completion reports for sites controlled by chapter 62-761, F.A.C., may include all montoringwells for the same site on a singe form (b) Computer generated completionreports developed by the contractor may be used in place of District supplied fours if these reports have been approved by the District prior to use. (2) The water well contractor shall keep or cause to be kept by a person in his employ a field log. Such records shall be available for inspection by the District at the site during all times when actual work is in progess. 11 (3) If no work is performed or if the well is not completed,a report shall be filed by the contractor within thirty days of the expiation of the permit stating that no well construction was performed or completed under the permit. (4) The District may also require that samples be taken during construction and famished to it along with the completion report. If samples are required, the District will provide containers and instructions. Specific Authority 373.044, 373.113, FS. Law Implemented 373.308, 373.309, 373.313, 373.326, 373.342, FS.Hinny—New 10-14-84, Formerly 40C-3.411,40C-3.0411.Amended 9-17-89. 40C 3.451 Emergency Authorization. Specific Authority 373.044, 373.149, 373.171, FS. Law Implemented 373.309, 373.313, 373.335, 373.342, FS. History--New 10-14-84, Formerly 40C-3.451, 40C-3.0451. Amended 9-17-89. Transferred to 40C-I.1010. 40C-3.455 Variances. (l) The Board fords that in certain cases compliance with all the requirements of this chapter may result in an undue hardship in the construction,repair or abandonment of wells. (2) An affected person may request a variance from specific requirements by making a written request to theDistrict fora well prior to construction of the well which provides at least the following information: (a) licensed contractor's name and number unless exempted by subsection 373.326(2), F.S.; (b) the name and telephone number of property owner upon which the well is proposed to be constructed,repaired,or abandoned; (c) well location including at a minimum section, township, rang:, map directions, and county; (d) casing diameter and typeproposed forthewelt (e) welluse; (f) specific criterion or standard from which the variance is being requested;and (g) specific facts which demonstrate the undue hardship if the criterion or standard is applied without grant of variance. (3) The Fxenrtive Director or his designee may grant the variance if the proposed alternative is in accordance with accepted public heakh and sanitary engineeringpractices,and will not adversely affect thewater resource. The variance shall be the minimum necessary to ameliorate the hardship. (4) When issuing a variance, the Exemtive Director or his designee may impose other conditions as necessary to protect the resource consistent with Part III,of chapter 373,F.S. (5) In emergency situations, including those situations when an unehpected problem is encountered during construction of the well, the District may authorize a variance by telephone when conditions required by a permit or rule requirements for a non- permitted well are deemed 12 • inappropria<e by the Executive Director or his designee. A completion report documenting the variance must be provided to the District within 30 days of completion.The variance number must be inchided in the rep at. Specific Authority 373.044, 373.113, 373.171, FS. Law Implemented 373.303, 373.308, 373.309, 373.313, 373.316, 373.326, FS. Hismry--New 10-14-84, Amended 12-5-85, Formerly 40C-3.501, 40C-3.0501.Amended 9-17-89, Transferredfrom 40C-3.501,Amended 1-22-90. 40C-3.461 Inspection. (1) The District is authorized to inspect any well or abandoned well within its jurisdiction, including those wells permitted under section 40C-3.041.Inspections shall be done as necessary to insure conformity with applicable standards.Such inspection may include but need not be limited to geophysical logging water level measurements, or other methods. Duly authorized representatives of the District, upon presenting proper identification and at reasonable times, may enter upon any premises for the purpose of such inspection. (2) If,based on such inspection,the District fords that the standards of Part II have not been met, the District shall proceed with enforcement actions as prescribed by chapter 62-531, F.A.C. (3) A metallic tag shall be placed on the well head, concrete marker, terminal box, or a p ernanently attached fixture.The tag shall include,but not be limited to,the folbwing information: (a) Contractor lionise number, (b) Date of completion, (c) Permit number issued by the District. l.a. When a contractor provides tags a sample copy ofthetagmust first be submitted to the District for approval. b. Tags provided by the contractor must be set in place at the time the well is completed. 2.a. The contractor may elect to use a metallic tag supplied by the District. Written request may be made for such tag either on the permit application form or the completion report, when fled.A fee of$5.00 pertagwffibe charged to cover praessingcosts. b. The contractor shall certify on the completion report that the metallic tag will be placed within 30 days of receipt by the contractor if using a district supplied tag as set forth in this section. (4) A site inspection will be conducted by an authorized representative of the District prior to issuinga permit for construction of a public water supply well (5) The District shall be notified at least 24 hours in advance of commencement of drilling operations and of placement of grout in the annular space of any public supply water well A District representative willbe on site to observe the commencement of drilling and grouting If the District is properly notified and an inspector is not at the site at the appointed time or times, the commencement of drilling or grouting may begin in the absence of a District representative. In all 13 • ciraunstances, a copy of all applicable District permits will be available at the construction site during installation. (6) If,based on an inspection,the District fends any well is an abandoned water well, the well shall be plugged in accordance with section 40C-3.531. (7) The District shall have the right to inspect drilling records upon reasonable notice to a licensed contractor. Speafic Authority 373.044, 373.171,FS.Law lmplemented373.103, 373.308, 373.309, 373.319, FS. History—New 10-14-84,Amended 12-5-85, Formerly 40C-3.461,40C-3.0461.Amended 9-17-89. 40C-3.492 Violations of Permits. (1) Actions,omissions,or conduct which may be considered a vioation of this Part shall include but are not limited to the folbwing (a) Failure to submit a complete well completion report within 30 days of the completion of construction,repair or abandonment of any well (b) Intentional misrepresentation or falsification of records. (c) Failure to obtain a pemuit when required under section 40C-3.041. (d) Failure to keep a field log at the drilling site with accurate information of all construction activities. (e) Failure to provide a field log upon request to a District representative at the drilling site unless a field log is not available at the site (f) Failure to report to the District within 30 days of expiration of the permit when no work is performed or thewell is not completed. (g) Failure to comply with any or allpennit conditions. (h) Failure to notify the District 24 hours prior to the commencement of drilling operations of any public supply well. (i) Failure to notify the District 24 horns prior to the placement of gout in the annular space of any public supply well (j) Failure to attach a metallic tag to any well as required in subsection 40C 3.461(3). The contractor shall not be responsible for the tag after it has been attached to the well. (2) Actions which may be taken by District staff once a violation is determined to have occurred, are set forth in chapter 40C-1, F.A.C. Violations may be reported by any person, includingDistrict staff. Speafic Authority 373.044, 373.113, 373.171, FS.Law Impkmented 373.308, 373.309, 373.342, FS. Hisbry--New 10-14-84,Amended 12-5-85, Formerly 40C-3.492, 40C-3.0492.Amended 8-1-89, 9- 17-89. 14 • PART II STANDARDS 40C-3.500 Scope of Part IL This Part sets forth the standards and criteria for the construction, repair and abandonment of wells,including all provisions contained in chapter 532,F.A.C., which is adopted by reference and made a part of this rule All wells within the District boundaries must comply with these standards regardless of whether a permit is required under Part I. Speafic Authority 373.044, 373.113, FS.Law Implemented 373.308, 373.309, FS. Hisbry—New 10- 14-84, Formerly 40C-3.500,40C-3.0500.Amended 9-17-89. 40C 3.501 Variances. Specific Authority 373.044, 373.113, 373.171 FS. Law Implemented 373.303, 373.308, 373.309, 373.313, 373.316, 373.326 FS. History--New 10-14-84, Amended 12-585, Formerly 40C-3.501, 40C-3.0501,Amended 9-17-89, Transferred to 40C-3.455. 40C-3.502 Construction Methods. (1) Wells must be located, constructed, cased, grouted, plug d, capped, or sealed to prevent uncontrolled surface flow, uncontrolled movement of water from one aquifer or water beating zone to another,contamination of groundwater or surface water resources,or other adverse impacts. (a) Monitor wells constructed to meet requirements in chapter 62-761, F.A.C., shall be protected and sealed in the folbwing manner: 1. Terminal bons, well compartments, or manhole sleeves approved by the Department or District shall be used to protect the well head from damage in a traffic area. 2. Traffic bumpers shall be installed around the well head in a non-traffic area when casing extends above land surface. 3. Pavement at pad surface shall slope away from the terminal box,well compartment, or manhole sleeve cover to retard movement of surface waters into the well head encbsure. The slope will be a minimum of one inch rise over a twelve inch lateral distance. 4. Non-traffic area installations shall protect the well head from runoff, but need not include a sloped cement pad in addition to the required grout. Wells shall not be installed in depressions that accept runoff from the pad area 5. Screened areas shall be encbsed in filter pack and an attempt to develop to remove p articulate materials and turbidity will be made 6. Well head encbsures shall be sealed in accordance with subparagraph 40C- 3.517(7)(b)1. 7. Wellheads shall be sealed in accordance with subparagraph 40C-3.521(2)(b)1. 8. If confining units are penetrated by a monitoring well below an underground tank, construction shall include a casing and grout seal to said unit to protect the underlying aquifer. 9. Monitor wells may only be used in areas where ground water is between four and twenty feet below ground surface or finished grade,whidnever is greater in elevation. 15 (b) Test holes or expbratory wells constructed to obtain engineering, mining, or geophysical data and not for the purposes of producing,disposing,or searching for water shall be sealed in a manner that prevents uncontrolled movement of water in accordance with subsection 40C-3.517(8),F.A.C.The appropriate grout mixture shall be placed in the hole or exploratory well from bottom to top using the trenrie method described in subparagraph 40C-3.517(8)(e)2. This requirement shall not apply to shallow excavations for percolation tests or soils analysis, as long as the excavation does not penetrate a confining unit which separates water beating zones. (c) Wells permitted under chapter 62-524,F.A.C.,and subsection 40C-3.041(2) shall be constructed, repaired, or abandoned in a manner that meets the spedal criteria developed for each designated area. (d)1. The District may designate spedal construction criteria areas by emergency rule to prevent transport of surface contaminants to ground water or movement of introduced or natural contaminants from one aquifer or zone to another. Criteria set will be the minimum necssary to prevent the movement of contaminants and will be developed in cooperation with other state agencies, local jurisdictions, and the regulated public, and will be undertaken in accordance with Chapter 120,F.S.provisions for emergency rulanaking. 2. The Picketville Landfill Special Construction Criteria Area is located within section 45,Township 1 South,Range 26 East, Duval County. (Legal Description to be provided by City of Jacksonville). Within the Picketville Landfill Area two zones are created: a. Zone A is comprised of that area approved by the United States Environmental Protection Agency for remedial measures on March 5, 1993, and comprised of(legal description to be supplied by City of Jacksonville). b. Zone B is comprised of that portion of the Picketville Landfill Special Construction Criteria Area which is not located in Zone A but which is located in Delineated Area as designated by Rule 62-524,F.A.C.,and comprised of(legal description to be supplied by City of Jacksonville). 3. The Fairbanks Special Construction Criteria Area is located within Sections 1, 2, 10, 11, 12, 13, 14, 15, Township 9 South, Range 20 East, and Sections 5, 6, 7, Township 9 South, Range 21 East, Alachua County, Florida. Within the Fairbanks Special Construction Criteria Area the two zones created are Zone A and Zone B. The legal description can be obtained by contacting the St.Johns River Water Management District, P.O. Box 1429, Palatka, Florida 32178-1429. (2) Those portions of chapters 62-524, 62-550, 62-555, 62- 560, 62-610, 62-761, 10D-4, and 10D-6, F.A.C., which establish spacing distances between wells and potential or present contamination sources,are hereby adopted by the District and will be used to designate spacing for affected wells. Specific Authority 373.044, 373.309 FS. Law Implemented 373.306, 373.308, 373.309, 373.113 FS.History--New 10-14-84, Formerly 40C-3.502, 40C-3.0502.Amended 9-17-89, 9-16-93, 8-30- 94. 16 40C-3.507 Casing and Liner Pipe Standards. (1) Well casing and liner pipe shall be new or shall be in like new condition if salvaged from a well,test hole,or dry hole. Such casing or pipe shall not be used unless it is free of leaks, corrosion, and dents; is straight and true, and is not out of round. Welded or seamless black or galvanized pipe or casing, stainless steel pipe or casing, or approved types of nonmetallic pipe shall be used for well casing or liner pipe.Well casing installed by driving shall not have less than the dimensions and weights specified in Table 1 unless otherwise approved by the District and shall conform to the American Society for Testing and Materials (ASTM) A-53 or A-120, or American Petroleum Institute(API) 5-L. (2) Black or galvanized steel casing or liner pipe set into place without driving shall not have less than the dimensions and weights specified in Table 2 and shall conform to the API Standard 5-L(March 1980). TABLE 1 MINIMUM DIMENSIONS AND WEIGHTS FOR BLACK OR GALVANIZED STEEL CASING OR LINER PIPE INSTALLED BY DRIVING Nominal Nominal Casing Outside Wall Plain End Size Diameter Thickness Weight (in) (in) (in) (Ms/linear ft) 1.25 1.660 0.140 2.27 1.5 1.900 0.145 2.72 2 2.375 0.154 3.56 3 3.500 0.216 7.58 3.5 4.000 0.226 9.11 4 4.500 0.188 8.62 4 4.500 0.237 10.79 5 5.563 0.258 14.62 6 6.625 0.280 18.97 8 8.625 0.277 24.70 10 10.750 0.307 34.24 12 12.750 0.300 43.77 1'7 (3) Black or galvanized steel large OD casing with an outside diameter (OD) between 12 and 30 inches shall have a minimum wall thickness of 0.375 inches and shall be of weights as specified by American National Standards for Wrought Steel and Wrought Iron Pipe ANSI B36.10-1970, for standard pipe. Pipe larger than 30 inches OD shall have a minimum wall thickness of 0.500 inches and shall be of weights as specified by American National Standards for Wrought Steel and Wrought Iron Pipe ANSI B36.10-1970,for standard pipe. TABLE 2 MINIMUM DIMENSIONS AND WEIGHTS FOR BLACK OR GALVANIZED STEEL CASING OR LINER PIPE SET INTO PLACE WITHOUT DRIVING Nominal Nominal Casing Outside Wall Plain Size Diameter Thickness Weight (fn.) (in) (N,) (lbsilinear ft in) 3 3.500 0.125 4.51 3.5 4.000 0.134 5.53 4 4.500 0.142 6.61 5 5.500 0.154 8.79 5.5 6.000 0.164 10.22 6 6.625 0.185 12.72 8 8.625 0.188 16.90 (4) Black or galvanized steel casing or liner pipe, with an outside diameter less than 3.500 inches shall have a wall thickness of not less than 0.125 inches. Black or galvanized steel casing or liner pipe with an outside diameter between 10 and 16 inches shall have a wall thickness of not less than 0.250 inches. Steel casing or liner pipe with an outside diameter of 16 inches or more shall have a wall thickness of not less than 0.375 inches. (5) Stainless steel pipe used or casing or liner pipe shall be at minimum consistent with Schedule IOS of the American National Standards Institute(ANSI B36.19-1965 R 1971), or stronger classification. 18 (6) Polyvinyl Chloride (PVC) pipe may be used for well casing or liner pipe. Any PVC pipe used to construct a water well shall have been marked by the manufacturer, that it is no less stringent than the National Sanitation Foundation, (NSF), Standard 14 and is suitable for use in potable water systems. Any PVC pipe used for well construction or repair shall have a working pressure rating of not less than 200 p.s.i. at 73 degrees F or shall be at minimum consistent with ASA Schedule 40.Other nonmetallic pipe may be approved by the District prior to use. (7) Steel well casing and liner pipe may be joined in a watertight manner by threaded couplings or electrical welding methods.PVC pipe shall be joined by solvent bonded or threaded couplings or other approved method which shall meet the strength requirements for casing as specified above. (8) Nonmetallic and stainless steel well casing or liner pipe shall not be installed or seated by driving unless prior approval is obtained from the District. (a) For well casing or liner pipe installed by driving, the casing or pipe shall not butt together inside threaded couplings unless the joint is electrically welded so as to be completely watertight. A drive shoe is required for use on casing or pipe installed by driving except when Obtaining the water from unconsolidated formations, where a coupling may be used in place of a drive shoe. A drive shoe is required if any consolidated materials are anticipated within the proposed length of casing. Specific Authority 373.044, 373.113, 373.171, FS. Law Implemented 373.306, 373.308, 373.309, 373.113, FS. History--New 10-14-84, Amended 12-5-85, Formerly 40C-3.507, -40C-3.0507. Amended 9-17-89, 9-16-93. 40C-3.512 Well Construction Requirements. (1) In the construction of a well, reasonable caution shall be taken to maintain the work site so as to minimize the entrance of contaminants into the water resource. Materials used in construction shall be reasonably free of contamination. The requirements or construction of public supply wells can be found in chapter 62-555,F.A.C. (a) During construction,the water used to mix the drilling fluids must either maintain a minimum free chlorine residual of 10 mg/1 or be supplied from a potable well or water supply. If the well or water supply is a known source of contamination or is within a known area of contamination, it shall not be used to provide water to construct the well. (b) Disinfection of filter or gravel pack materials will follow guidelines found in AWWA Standard A100-84,section 11.4,unless materials are obtained from a commercial source. (c) Upon completion of construction, the well must be disinfected using a solution of water and available chlorine compounds providing a concentration not less than 50 mg/I. USEPA Manual of Well Construction Practices, EPA-570/9-75-001, section 54.001-000-000, provides a tabular determination of disinfectant per 100 feet of well depth to achieve the required residual. 19 (d) For non-potable(non-domestic)wells the contractor may elect either to maintain a minimum of 10 mg/1 free chlorine in the water used to mix the drilling fluid during construction of the well or to disinfect the completed well with a solution of water and available chlorine compounds at a concentration of no less than 50 mg/I. Development should occur prior to disinfection so the well may be cleared of chlorine by flushing the entire water system prior to use.The disinfecting agent shall be left in the well for a period of at least twelve hours and then pumped to clear the disinfecting agent taking care to minimize potential damage to the environment. Free-flowing artesian wells will be disinfected by using either potable water or maintaining a minimum free chlorine residual of 10 mg/1 in water used to mix the drilling fluid until the free flowing water zone is reached. (2) For wells which penetrate multiple aquifers or water bearing zones the well shall be completed so as to prevent cross-contamination.If significantly different water quality exists between these aquifers or water bearing zones,leakage of water from one aquifer or water bearing zone to another must be prevented. (3) For wells finished into unconsolidated aquifers, continuous casing shall extend from the well's terminus to the well screen.The well screen shall be attached to the casing with a watertight seal.The lower terminus of the well screen shall be sealed to prevent the entrance of particulate materials. A tailpipe is allowed if affixed to the screen with a water tight seal and plugged at its lower terminus. (4) For wells completed into consolidated aquifers, a continuous casing shall extend from the upper terminus and be seated into: (a) the producing aquifer,or (b) into a consolidated stratum within a continuous non- caving confining unit immediately overlying the aquifer from which the water is to be withdrawn. (5) For wells completed into consolidated aquifers which are constructed using telescoping casings the following practices will be acceptable: (a) Two casings may be telescoped and sealed with a packer and one casing centralizer when paragraph 40C-3.517(4)(c) construction methods are used. Two centralizers shall be used when the internal casing is grouted.A minimum of 5 feet overlap is required for non public supply wells which are less than 6"in diameter.A minimum ten feet of overlap is required for non public supply wells a minimum of 6" or more in diameter.The minimum required overlap for public supply wells remains 20 feet, as set forth in chapter 62-555,F.A.C. (b) The annular space between telescoped casings shall meet minimum grouting standards in subsections 40C-3.5I 7(2)&(3). (6) The upper terminus of the well to which the well head is affixed shall extend either to land surface or to finished grade, whichever is higher, or where a potential physical or traffic hazard exists,the well head must: (a) be placed in an appropriate enclosure terminating at land surface or finished grade, whichever is higher, that allows vertical access to the casing and proper drainage, and that protects the well head from the entrance of contaminants; 20 (b) be completed to a point 18 inches or less below land surface or finished grade, whichever is higher. There must be a concrete marker 10 inches in diameter and 4 inches thick with an inserted metal disk clearly marked as required in subsection 40C- 3.461(2) placed at land surface or finished grade. The upper terminus of the casing shall be sealed in a manner to which prevents the entrance of contaminants into the well;or (c) be completed to a point 18 inches or less below land surface or finished grade, whichever is higher.A tee and nipple must be affixed so that the casing extends to land surface or finished grade while permitting a below grade water line to extend to a designated location remote to the water well. This subsection does not apply to public supply wells regulated under chapter 62-555, F.A.C. (7) For wells constructed in those areas of the District in which chert occurs, the well casing shall extend from its upper terminus to; (a) a point below the dry season water level of the producing aquifer, or (b) a point fumly seated in chert overlying a stratum of limestone if the underlying limestone does not produce a quantity of particulate materials after development that will clog a filter or decrease the ability of the well to produce water. (8) Water wells constructed using Bentonite grouts shall meet all the following requirements: (a) The casing seat must be clean allowing the casing to set at the total depth bored in a hole reasonably free of drill cuttings; (b) A formation boot or Portland Cement plug must be installed at the casing seat; (c) Portland Cement must be placed in the upper three feet of the annular space to prevent deterioration of or damage to the Bentonite seal; and (d) Bentonite grout may be used only on domestic, irrigation, water source or ground source heat pump installations or well abandonments with a nominal casing diameter of four inches or less. Use of Bentonite grout is not allowed on public supply wells or where artesian flow occurs or in any identified contamination sites. In all circumstances the requirements of subsection 40C-3.512(2)must be met. All caving zones within the well must be cased or lined when caving occurs below the casing seat. No casing may be seated into an unconsolidated unit above the producing aquifer. (9) In addition to the other applicable standards contained in this chapter, wells constructed in the Picketville Landfill Special Construction Criteria Area shall meet the following minimum criteria: (a) For Zone A, of new wells which are completed into the surficial aquifer system, including the upper sand and lower shallow-rock zone,to a depth of 110 feet below land surface or less than five feet into the intermediate aquifer system are prohibited. This prohibition of new wells does not apply to moniter wells, recovery wells or piezometers which may be used for assessment of clean up of contamination sites. (b) New wells may be completed into the intermediate aquifer system producing zone at least 300'below ground surface,or into the Floridan aquifer system. 21 (c) New wells penetrating the intermediate system or Floridan aquifer producing zones shall be constructed in the following manner: 1. A minimum 6-inch exterior casing shall be installed and grouted to no less than five feet into the top of the confining unit immediately below the shallow rock zone of the surficial aquifer system. 2. A minimum 2-inch interior casing within the 6-inch casing shall be installed and grouted to the producing zone. For wells constructed into the intermediate system, the intermediate aquifer shall be screened unless the entire producing zone is consolidated. 3. The top casing diameters shall allow a minimum nominal grouting annulus of two inches. 4. For telescoped wells constructed in reliance on the criteria of paragraph 40C- 3.517(4)(c), F.A.C., in addition to the overlap created by the telescope, a fifty foot minimum length of internal casing shall be grouted below the telescoped joint. 5. The internal casing of all wells shall be completed to a minimum of twelve inches above grade. (d) In Zone A, each existing well in the surficial aquifer system shall be abandoned when public supply lines are installed adjacent to the property served by the well. (e) All chapter 62-524, F.A.C., construction standards shall be met in both Zone A and Zone B. (10) In addition to the other applicable standards contained in this chapter, wells constructed in the Fairbanks Special Construction Criteria Area shall meet the following minimum criteria: (a) In Zone A, new wells which are completed into the Surficial Aquifer System or into the Intermediate Aquifer System, are prohibited. This prohibition of new wells does not apply to monitor wells, recovery wells or piezometers which may be used for assessment or cleanup of contaminated sites. (b) In Zone A, new wells penetrating the Floridan Aquifer producing zones must be constructed in the following manner: 1. A minimum 12-inch exterior casing shall be installed and grouted to no less than five feet into the upper confining unit of the intermediate aquifer system. 2. A minimum 8-inch interior casing within the 12-inch casing shall be installed and grouted to no less than five feet into the lower confining unit of the Intermediate Aquifer System. 3. A maximum 4-inch permanent water bearing casing within the 8-inch casing must be installed into the Floridan Aquifer System to a depth of at least one full casing lengths below the formation contact. 4. The casing diameters shall allow a minimum nominal grouting annulus of two inches. 5. The internal casing of all wells shall be completed to a minimum of twelve inches above grade. 6. In Zone A,all new wells shall be logged using gamma,caliper or video equipment. 22 (c) In Zone A, each existing well in the Surficial and Intermediate Aquifer System shall be abandoned when public supply lines are installed adjacent to the property served by the well. (d) In Zone A, water quality samples must be taken and analyzed by Environmental Protection Agency methods 601, 602 and 610 where the casing is set in the Floridan Aquifer System. Water quality results from the Floridan Aquifer System shall reveal no contaminants before well construction is completed. In the event that water quality testing indicates that there is contamination in the groundwater, the well shall be plugged and abandoned pursuant to Chapter 40C-3, F.A.C. (e) In Zone B, new wells shall be logged, sampled and analyzed by Environmental Protection Agency methods 601,602 and 610 for groundwater contaminants. (1) Prior to any well construction in the Fairbanks Special Construction Criteria Area identified in 40C-3.502(3), F.A.C., all persons shall obtain a well construction permit from the St.Johns River Water Management District. Construction standards as provided in chapter 62- 524, F.A.C., shall be applicable to all well construction in the Fairbanks Special Construction Criteria Area. (g) In Zone A and Zone B, all unused wells must be capped and locked or plugged and abandoned. In Zone A, wells connecting separate aquifer systems must be plugged and abandoned. Specific Authority 373.044, 373.309 FS. Law Implemented 373.306, 373.308, 373.309, 373.113 FS. History--New 10-14-84, Amended 4- 23-85, Formerly 40C-3.512, 40C-3.0512. Amended 9- 17-89, 9-16-93, 8-30-94. 40C-3.517 Grouting and Sealing. Wells shall be grouted and sealed to protect the water resource from degradation caused by movement of waters along the well annulus either from the surface to the aquifer or between aquifers,and to prevent loss of pressure in artesian aquifers. All wells shall be constructed and sealed using a method which insures that an open or unnaturally permeable annular space does not remain when a well is completed. (1) All wells that are constructed in a manner which creates an annular space between the casing and the naturally occurring geologic formations will be grouted and sealed in accordance with the methodologies listed in this section. (2) Wells obtaining water from a formation and having a casing less than four inches in outside diameter shall have a nominal one inch thickness of grout sealing the annular space to ensure that an open or unnaturally permeable annular space does not remain when the well is completed. (3) Wells having a nominal casing size equal to or greater than four inches in outside diameter and obtaining water from a formation shall have a nominal two inch thickness of grout sealing the annular space for the entire length of casing. (4) Wells obtaining water from a consolidated formation and which are constructed using telescoping casings shall meet the following conditions: 23 (a) The annular space between the casings shall be sealed by grout, by packers or both as described in subsection 40C-3.512(5). (b) The annular space between each casing and the bore-hole shall be grouted in accordance with the provision of subsections(1)-(3)above. (c) For wells in which the largest external nominal casing size is four inches or less and the annular space between the internal casing and the borehole wall is less than one inch, the provision of subsections(1)-(3)above will not apply,provided that the clay formation through which the internal casing passes is of such a caving nature so as to naturally seal the annular space.If such caving nature is not present,the provisions in subsections 1-3 above must be met. In all circumstances the external casing must be grouted and sealed into a consolidated unit within the intermediate confining unit. (5) For wells constructed using a jetting method and obtaining water from an unconsolidated formation of a naturally caving nature in which the annular space is completely filled with formation material, then only the upper three feet shall be grouted to provide protection from contaminated surface water.(6) Wells obtaining water from an unconsolidated formation using a method other than jetting or driving a casing,shall be grouted from the filter pack plug to the upper terminus with a grout allowed in subsection 40C-3.517(8). (7) Cuttings shall not be reintroduced into the annular space. Wells which breach confining units and special monitor well installations will be grouted as outlined below. (a) When confining units are breached and the guidelines in subsection 40C-3.512(2) are not met, the following practices will be acceptable: I. Seating of a casing into the confining unit and grouting as required,or 2.Placing of grout in the annular space to meet subsection 40C- 3.512(2) requirements. When caving materials are present above and below the confining unit, temporary casing or drilling fluids will be placed in the borehole to maintain an opening to the confining unit.In all circumstances,the annular space shall be maintained by use of either drilling fluids or temporary surface casing until the confining unit breach is plugged. (b) Monitor wells required to comply with chapter 62-761,F.A.C. shall be grouted in the following manner: I. The terminal box in traffic areas and well casing shall be sealed to a depth of eighteen inches below land surface with cement grout. 2. The well casing or outside protective casing in high water table areas shall be grouted to a depth of eighteen inches in a non-traffic area. (8) Unless a variance has been granted by the District, grouting and sealing of water wells shall be accomplished in the following manner: (a) The grout mixture shall consist of either Portland Cement or a natural Bentonite slurry for wells and boreholes meeting the requirements in subsection 40C-3.512(8). 1. A mixture consisting of 5.5 to 6.0 gallons of water per sack of Portland Cement or a mixture of 6.5 gallons of water per sack of Portland Cement with 3 to 5 pounds of Bentonite not to exceed 5%by weight will meet minimum requirements. 24 2. A mixture of 8-20-mesh granular Bentonite, water, and an approved liquid polymer viscosifer or untreated 200-mesh Bentonite and water is acceptable. In all circumstances, the manufacturer's mixing instructions shall be followed. (b) The minimum set time for grouting of casing using either Portland Cement or Bentonite before drilling operations may continue is 12 hours.The minimum set time for grouting of casing using Portland Cement and 2% calcium chloride by weight as an accelerator will vary with depth. Set times are listed in Table 3 below. The addition of Bentonite as specified in subsection 40C-3.517(7)(a)does not change the set times listed in Table 3. TABLE 3 INITIAL SET TIMES FOR SPECIFIED DEPTH RANGES WHEN 2% CALCIUM CHLORIDE IS MIXED BY WEIGHT WITH PORTLAND CEMENT • Depth Set Time (in feet) (in hours) 0-200 4 201-400 3.5 401-600 3 601-800 2 801 &greater 1 (c) Special application grout mixtures or depth of grout placement may require adjustments in water per sack of cement, cement types, or additives. All adjustments shall be approved by the District prior to use and will be based on industry standards or recommendations. (d) The casing shall be centered in the borehole prior to grouting and sealing. (e) In all cases grout will be introduced into the annular space from bottom to top unless conditions in paragraph 40C- 3.517(9)(e) for abandonments are met. To assure that the grout will satisfactorily seal the annular space,the contractor must employ one or a combination of the following procedures: 25 1. The"Casing method" by which a calculated volume of grout slightly greater than the volume of the annular space of the entire length of casing is forced under pressure down the inside of the casing,which is followed by a volume of water or mud necessary to clear the grout from all but the last ten to fifteen feet of casing. This should continue until a return of cement is observed in the annular space at the upper terminus. If, after the set time has elapsed an open annular space still exists,the remaining void must be filled with grout. 2. The "Tremie method" in which a grout pipe is lowered into the annular space to slightly above the bottom casing and grout pumped through the pipe. As the pumping begins the tremie is gradually raised,keeping the discharge end of the pipe submerged in the grout, until the grout has been brought to the upper terminus. This procedure may be done in one continuous operation or in stages. If, after the set time has elapsed, an open annular space still exists the remaining void is to be filled with grout. 3. The "Packer method" in which a grout pipe is attached to a drillable packer and positioned at the bottom inside the casing. The casing is then suspended above the bottom of the borehole, and the grout is forced upward into the annular space either by pumps or pneumatic pressure. Once the grout has reached land surface, the grout pipe is disconnected. After the set time has elapsed, the operation is continued by drilling out the packer and continuing into the next formation. 4. The "Halliburton method" in which the grout is forced through the casing, preceded and followed by a"spacer" or"piston".A calculated volume of grout is used to seal the annular space. A measured amount of water equal to the volume of the entire length of casing, is used to force the second "spacer" to the end of the casing. After the set time has elapsed the construction may continue by drilling out the"spacers." (f) In those cases where,during grouting operations,circulation of the grout is lost so that the annular space being grouted cannot be filled in one continuous operation, a tremie pipe shall be installed in the annular space to a point immediately above the zone of lost circulation. The annulus shall be bridged at that point by sand and other suitable material introduced through the pipe until a level is reached at which grouting can be continued. (9) Abandonment procedures for water wells shall be undertaken in the following manner. (a) Portland Cement or natural Bentonite slurry mixed as required in paragraph 40C- 3.517(8)(a) shall be pressure injected either from bottom to top by the methods listed in paragraph 40C-3.517(8)(e) or from top to bottom at the well head if the conditions in paragraph 40C-3.517(9)(e)are met. (b) Use of clean aggregate to bridge cavernous or lost circulation zones may be allowed if measurements indicate loss of grout and the borehole or screened portion does not connect two or more producing units. Grouting of confining units is required to segregate producing units of significantly differing water quality as set forth in subsection 40C-3.512(2). 26 (c) Proper sealing of the casing seat must be accomplished by injecting grout where appropriate from a point twenty feet below the seat to the upper terminus of the well. This depth will be the minimum allowable in order to abandon a water well no matter what cavity development is encountered below the casing seat unless the open hole is less than twenty feet deep.In that case,the entire open hole will be grouted. (d) An abandonment plan may be approved prior to the commencement of grouting if geophysical logs are provided. The minimum logs required are caliper and natural gamma. Other logs may be required or recommended based on individual well problems. The Contractor must notify the District at least 24 hours prior to commencement of a District approved abandonment plan so that a District representative may be on site to monitor the abandonment procedure. (e) Abandonment by pressure injection of Portland Cement or Bentonite from top to bottom at the well head will be acceptable to the District if one of the following criteria are met: 1. Access to the site near the well head is difficult as determined by District staff and will cause the contractor excessive economic hardship; 2. Overhead safety such as power lines or trees is of concern to the contractor or District staff; or 3. Surface stability is of concern around the well site due to collapse or cavity development. (10) Obstructions must be cleared in all wells prior to grouting unless an alternate plan is approved by the District. If a reasonable attempt cannot be made to clear the entire length of casing and borehole or screen an alternative plan may be considered. A Contractor must supply the following minimum information to the District prior to abandonment: well diameter, total depth, casing depth, and grout volume required. A District representative may be on site to monitor the clearing of obstructions or to observe the grouting. The contractor must notify the District at least 24 hours prior to commencement of the abandonment. (11) Wells constructed by methods which require driven well casing are exempt from grouting and sealing guidelines set forth in previous sections, provided that the following conditions are met: (a) Casing is driven from land surface to its final depth in a borehole smaller in diameter than the nominal outside diameter of the casing used,or is driven from land surface to its final depth ahead of the drill bit;and (b) A drive shoe in consolidated materials, or coupling in unconsolidated materials, is used;and (c) All annular space created while the casing is being driven shall be sealed by adding dry bentonite to the casing string at land surface and allowing that material to be carved down the borehole as the casing is driven.In all circumstances, dry bentonite shall be added at the full rate required to maintain an envelope of grout around the casing;and 27 • (d) Wells permitted under chapters 62-555 and 10D-4, F.A.C. shall have the bottom five feet underreamed using either a commercially manufactured underreamer bit or an underreamer bit constructed by a contractor and approved by the District in the following manner:An underreamed borehole will be tested using a downhole caliper tool to determine if the required two inch annular space has been achieved;and (e) All other requirements are met. Spechc Authority 373.044, 373.113, 373.171, FS. Law Implemented 373.306, 373.308, 373.309, 373.113, FS. History--New 10-14-84, Amended 4-23-85, 12-5-85, Formerly 40C-3.517, 40C- 3.0517.Amended 9-17-89. 40C-3.521 Well Seals. (1) Temporary Well Seals. (a) Whenever there is a temporary interruption during construction, repair, or abandonment the well opening shall be sealed with a reasonably watertight cover. (b) Except in areas designated by the District, any well in which pumping equipment is installed seasonally or periodically shall, whenever pumping equipment is not installed, be gapped with a watertight cap or valve. (c) If a temporary well seal is installed, an unobstructed inspection port must be provided. Inspection ports shall be sealed with a threaded, temporarily removable, watertight plug or locking cap. (2) Permanent Well Seals. (a) Wells shall be properly sealed to prevent the movement of contaminants and surface water into the well. (b) The upper terminus of the well casing shall include a watertight seal. Any vent must be located above the 100-year flood level. 1. Well heads for chapter 62-761, F.A.C., monitoring wells shall be secured by installing a locking cap or other security device meeting Department specifications. (c) Pumping equipment and any necessary pipe or electrical connections shall be installed to prevent inadvertent introduction of contaminants into the well. (d) Pumping equipment and any necessary piping or electrical connections installed within the casing shall be installed through a well seal. (e) For those wells with an inside casing diameter greater than or equal to six inches, an unobstructed inspection port threaded with a temporarily removable watertight plug or locking cap may be required. Specific Authority 373.044, 373.309, FS. Law Implemented 373.306, 373.308, 373.309, 373.113, FS. History--New 10-14-84,Formerly 40C-3.521, 40C-3.0521.Amended 9-17-89. 28 40C-3.525 Explosives.The use of explosives in well construction or development is prohibited unless specifically approved by the District with the concurrence of the Department pursuant to section 62-21.040, F.A.C., in effect on July 1, 1989. Specific Authority 373.044, 373.309 FS. Law Implemented 373.306, 373-308, 373.309, 373.113 FS. History--New 10-14-84. Formerly 40C-3.525, 40C-3.0525.Amended 8-1-89. 40C-3.529 Flowing Wells.If the well flows at or below land surface, a valve shall be provided and maintained to control the discharge from the well. Specific Authority 373.044, 373.309, FS. Law Implemented 373.206, 373.306, 373.308, 373.309, 373.113,FS.History--New 10-14-84, Formerly 40C-3.529.Amended 9-17-89. 40C-3.531 Abandoned Well Plugging. (1) Any well which is an abandoned artesian well under subsection 373.203(1), F.S., shall be plugged in accordance with this section. (2) All abandoned wells shall be plugged as set forth in subsection 40C-3.517(8) unless otherwise specified by the District. The work shall be accomplished by a licensed water well contractor. (3) Request to abandon a well shall be submitted on application form 40C-1.181(8), provided by the District unless the well is exempt from permitting under section 40C-3.051. Specific Authority 373.044, 373.309, FS. Law Implemented 373.306, 373.308, 373.309, 373.113, FS. History--New 10-14-84,Formerly 40C-3.531, 40C-3.0531.Amended 9-17-89. 40C-3.532 Violations of Well Construction Standards. (1) Actions, omissions, or conduct which may be considered as violations for the purposes of this part shall include,but are not limited to,the following: (a) Failure to comply with any of the construction standards outlined in this part, or chapters 62-532 and 62-555,F.A.C.,in effect on July 1, 1989. (b) Failure to comply with any instructions for corrective work, including properly sealing abandoned wells,or any other lawful order issued by the District. (2) Actions which may be taken by District staff once a violation is determined to have occurred are outlined in chapter 40C-1,F.A.C. Specific Authority 373.044, 373.113, 373.171 FS. Law Implemented 373.306, 373.308, 373.309, 373.319 FS. History--New 10-14-84,Formerly 40C-3.532, 40C-3.0532.Amended 8-1-89. 40C-3.900 Forms and Instructions. The following forms and instructions incorporated by reference have been approved the Governing Board and are available upon request from: District Headquarters, St. Johns River Water Management District, P.O. Box 1429, Palatka, FL 32178- 1429. Water Well Construction Permit Application, form number 41.10-410(1) and Water Well Completion Reports, form number 41.10-410(2),adopted November 8, 1995. Specfc Authority 120.53(1), 373.044, 373.113, 373.118 FS. Law Implemented 120.52(16), 120.53(1), 373.085, 373.116, 373.118, 373.103, 373.106, 373.229, 373.413 FS. History--New 5- 30-90. Amended 1-8-96. 29 EST FOR PROPOSAL PEC/FORA PARK CENTRE, 200E RC SONS GS SUITE 1560,ORLANDO FLOR bA 32E FORDPROPOSED CHANGE radiate Firm: PECNJ.K. Daugherty Consulting Engine—> (RFP) engineers _ planners 1 NO. 03 surveyors PROJECT DATA: 0E-3 O.N : 53-3.0 NAME:Maguire Road Improvements-Segment 1 &2 DATE:PROJECT NO.: 1 E- 53-3 O 2000 LOCATION: City of Ocoee DRAWING NO.: OWNER: City of Ocoee SPEC.SECTION: OTHER: TO eONTRACTOR):Ryan, lnc.-Eastern Please provide the undersigned a proposal for the following change in the work within twenty-one (21)calendar days after receipt of this and alltmaterialrand laborr(by trade),csubcontrlact delineate the overhead costs e of the and fees.Anchange amount clamekd for,subcontracts must an itemized stimate of be similarly the time supported. DESCRIPTION of change in work:Provide additional manhole(MH)type J-7 at Station 418+46t (40', right) (See attachment sketch) for additional information. Proposed increase of original Bid Item Quantity 425-2-71. Estimated revised quantity 8 each. Propose reimbursement at established Contract Unit Price of 52,785.00. lY x .J2 V rt e Change Order Type: 0 Deletion •Addition o Revision O Other: 1 Constraints of Change: Initiated by: 0 Changes in Owner Requirements ❑Unforeseen Conditions ■Other:(Additional Work Item) Proposal must be received by: November 7. 2000(22 days from date below). SFr., t h: t ,. ATTACHMENTS (Listing of attached documents that support description): 1. Contractor Request for Information No. 4. 2 5. 3. 6. PROJECT NO.: ©OWNER:Jim Shire,P.E.-City of Ocoee O CONTRACTOR:Bill Bentley-Ryan, Inc. OE-353-3.013-6.2 Cd ENGINEER: Kathleen N.Gierok,P.E.-PEC CI FIELD:Rod Winfrey,City of Ocoee 1 DATE:]I2000 0 ENGINEER: Fursan Munled, P.E.-PEC El CAM:Robert P. Rudd, P.E.-PECyyL 3:\const\oe oe-353Wp\003ryan-z.rfp ) NOTES. — . ,. THE 1°C T10 OF TNc UTIlI TI ES 4- FOR ADDITIONAL A__.STANCE. CONTACT I i - SHOWN IN TN PL S ARE APPROXIUATE ONLY. SUNSHINE STATE ONE CALL CENTER OF !F THE EXACT L ATI NS SHALL BE DETEROINED FLORIDA. INC. IPH.I-800-432-4170J BY THE CONT ACT DURING CONSTRUCTION. I _.J _ __ 2. FOR UTI ITT DJUSTLCNT S1100L5. SEE -_ STANDARD I EX . 200. 3. UTILITI T BE ADJUSTED BY OTHERS TO REWIN— AS DIRECTED B HE PROJECT ENGINEER.. ,LL Z - 48 w... -- __ . GIa ..' 7 418 419 C.Ast 154 of 34" P' - i / / //ft 7 it/ M E LURVIN USRY ...a UTILITY OWNERS IB j TIME WARNER COVINICATIONS TO IA 1844 MAGUIRE RD. . T, MIKE SHELL J SUPERVISING ENGINEER C AERATIONS SPRINT TELEPHONE C P.O. BOX 770339 I WINTER GARDEN. FL 34777-0339 0 PH. T4071 B14-5344 p EX. (4071877-5320 130 ..._5-FaunH18 + 46+1_-(Lfoo' Rt )--------- R..7.a 12s __t Grist. _M .sl.;.e -Poi_ _ __-_ __ _ _ _..: _._-. Z,c' 126 FL 1-19._15 _. AR_ .Bk JY- F-7 It-.. 124 I (('' :*ti> I _# p/'ontirm Rini EICu call. �.A vJ 122 I -.CAcJk7„, _.rtt4t1 _#;vi& 2c4..+i�.n.._.—_.___ - 1' At S+n.4+uvc. 14 _ .to qt. FL•4.1c , 120 I II8 \ I I )) I FL Itasr - - 1 1c R.a I .T I eouvno.N 1 e"n I .. I mcnnvo I wn I .r I o".a.,a. •,••.• I .r ' NOTES. I. THE LOC 71011 OF YHA UTILITIES 4. FOR ADDITIONAL A: .STANCE. CONTACT . SHORN IN TN PL 1 S ARE APPROXIMATE ONLY. SUNSHINE STATE ONE CALL CENTER OF THE EXACT I. ATI NS SHALL BE DETERMINED FLORIDA. INC. IPH,I.800-432-47701 BY THE CON! ACT DURING CONSTRUCTION. 2. FOR UTI ITT DJUSTLENT SYMBOLS. SEE STANDARD I EX . 200. 3. UTILITI T BE ADJUSTED BY OTHERS TO REMAIN— AS DIRECTED B HE PROJECT ENGINEER.- • __ _ _ _ _ • —. . — _—_ 1 ,91z. 7 418 419 I . , r e." ^--4 —� GKY. 154 OF 36'1 7pe. 4 S3 _-916Mf-T _ s 4 ________ •I 1 LIARVIN USRY . UTILITY OWNERS 1B j TIME WARNER COW2.11FCATIONS TO IA __ _ I B4�wtGU1RE RD. ' .` Y,�-_ LUXE SHELL J SUPERVISING ENGINEER C •ERATl ONS SPRINT TELEPHONE C P.O. 80X 770339 1 WINTER GARDEN. FL 34777-0339 0 . PHA 74071 814-5344 - P 'Xs I4071 877-5320 0. S MN..-rye _i-7- - .... 130 --5{ai'wn.'418 + tit-+ -(gaol Rt )- - R .,J 128 - Ile Ron_fiieuteron r. 1E515o• 126 _FL 119.75AH Bk - •�._- • __. nt.. 124 I (('' ' -`„s 1 # Co»'}iTn9-_.RIM EIcuyii..y3k -_—- 1 22 I Cheek gthti _R;•44 kicLJ act-i....—'_----.- I- _At StnAcfUK ►A Xi_ Tit ric0. 120 I - 116-3-1 • ) 1 FL l+as7 - I lk? I "T. i .. IDOWITICC4I , nl .. i ST .e I _. ., o NOTES. --- • I. THE LOC 110 OF TH . UTILITIES 4. FOR ADDITIONAL A_.I STANCE. CONTACT 1 SHO141 IN TH PL S ARE APPROXIMATE ONLY. SUNSHINE STATE ONE CALL CENTER OF 1 THE EXACT I. ATI NS SHALL BE DETERMINED FLORIDA. INC. I PH.I-800-432-47701 7 BY THE CONT ACT DURING CONSTRUCTION. 7 2. •FOR UTI ITT OJUSTLENT STEROLS. SEE f - STANDARD I EX . 200. 3. UTILITI T 8E ADJUSTED BY OTHERS - TO REMAIN AS DIRECTED B HE PROJECT ENGINEER. • —.. 1 L1 7 418 419 . . I I IC"'‘"wvr1T.A C.Ast 156 OF 36" ppc r 1 MARVIN USRY . 'I • UTILITY OWNERS IB j TILE WARNER COIANICATIONS TO IA _— __ __ 1 84�AUGUIRE RD. '•'+` VI__ MIRE SHELL J SUPERVISING ENGINEER C AERATIONS SPRINT TELEPHONE C P.O. BOX 770339 I WINTER GARDEN. FL 34777-0339 0.__..__..___.._.__.___.._-._-_.._.__.______.___._ ._ . _ PHI 14071 814-5344 P EX. i4071 877-5320 • 141-1 -Tye _J-7_.__ _. -__ _._. ._ _ - 130 5-------1g +y6+--- - .o ---�..__. _— R2-1 _ t_anst. _Mu5tAt . Rod._ � J 128 , r _Ron _%IeD.Th _.= 1Z5. 50- 126 _FC 119_75 ._.AR 4:-.Bk_ ._ ._... .. ._ _... -- ._ .r n 124 I ---_('_ I'- ---- - ----- _# Cogan _ Rini EICuc.tw 13+n , 122 I attic! gk6{'. . RiV14__(<Icvv}i.w At .Stwctul� I A L 71,:. F;c-I3, iI120 - ` )\ II FL n 57 - I It i e.a 1 Mr 1 OCO flO4 I an 1 v 1- niaseht, y 000n..a. I —Ian— 4-2 PEC to address possible change of 12"water main tie-in location on Moore Road from PEC/CITY Station 13+30+ left to Station 12+001, left. Ryan is to confine pipe diameter at Station 12+003, left and also at 13+003,left. Update as of 9/19/00: Exploratory work to be performed which will be addressed in a Work Directive. Update as of 9/26/00: Work Directive to be discussed with City of Ocoee when tie-in is made. Contractor to be notified with Work Directive when tie-in is done. Update as of 10/3/00: Exploration at shown tie-in point(Station 13+20+). To confirm existing pipe diameter. Update as of 10/17/00: PEC to discuss with City. RFP to be issued.. Update as of 10/31/00: Ryan to perform explorations to look for 8" line. Contractor agreeable with time and materials. PEC to discuss with City as to time and material payment. 7-5 Manhole Station 418+001,left. New manhole(MH)may be required. PEC Update as of 10/17/00:RFP#3 issued to Contractor on 10/17/00. Note attachment to meeting minutes. Update as of 10/24/00:CPS pending. Established unit price appears acceptable to Contractor. Update as of 10/31/00: Contractor to submit letter to PEC. Update as of 11/07/00: B-I installed without shop drawing. Same required prior to any payment. Contractor to provide shop drawing as soon as possible. Update as of 11/14/00:Manhole-B-I has been submitted to PEC for review. 8-2 RFP Well removal/plugging Pond I"? Ryan informed same appears to be 4"diameter. CITY/RYAN Update as of 10/17/00: RFP#2 issued to Contractor on 10/17/00. Note attachment to meeting minutes. Update as of 10/31/00: Contractor to submit letter on pricing information to PEC. Update as of 11/07/00: CPS received by PEC for review. Update as of 11/14/00:CPS has been submitted to the City from PEC for review and acceptance. Percentage Contractor mark-up was discussed Ryan is to address scale by letter to PEC. 9-1 Ryan to provide cost information w.r.t.WM repair due to damage by Sprint(WD). PEC Update as of 10/24/00: Contractor to provide infonnation to PEC 10/23/00. Update as of 10/31/00: PEC reviewing cost information received. 10-3 AC Pipe Removal Certification required. (Certified Sub-contractor). INFO Update as of 10/31/00:Contractor submitted paperwork on 10/31/00. See attachment to meeting minutes. PEC to review. 10-4 Shop Drawing-Missing Structures,Bridge Items(Concrete,Test Piles) RYAN/PEC Update as of 10/31/00: Missing shop drawing structures received by PEC for review. PEC still awaiting shop drawings on Bridge Items(Concrete). 10-5 Re-submittal on Shop Drawings required. RYAN Update as of 10/31/00: Shop Drawing Re-submittal list attached to meeting minutes dated 10/24/00. Contractor to comply with. I I-I Water As-built drawings needed for FDEP clearance. RYAN Update as of 11/14/00:As-built drawings for the water main(Wlvl)Segment I should be provided to PEC for review by the end of this week 12-1 Memo dated 09/28/00 discussed. Memo concerning 5'sidewalk deletion from PEC to City. PEC/CITY City to address same with Planning Department. • 1 1-5 9STERN LETTER OF TRANSMITTAL RYAN INCORPORATED EASTERN Date: Ryan Project No. 10125 West Colonial Drive October 31,2000 0067 Suite 203A Ocoee, F134761 Attention :Mr.Robert P. Rudd, Phone 407.521.2887 Fax 407.521.2872 P.E. Project Manager: Bill Bentley Transmittal: 055 Re:Maguire Road Improvements 61EEaIVED TO: PEC / Professional Engineering Consultants,Inc. 6 Suite 1560 Eola Park Centre p,p,C. ENC. f4RiAN00 200 E. Robinson Street Orlando,Florida 32801 WORK COPY jYIN ORGIIINNIATT R i} y i ' separatewarm"D OPY ,k�UTE TO: WE ARE SENDING YOU X Attached Under cover viaw efollo-ving items: Shop drawings Prints Plans Samples . pecifica io AS . _ Copy of letter Change Orders Other l r I hj I._ a i I TOj _.,.-.��1 COPIES DATE Ns DESCRIPTIOi 1 10/31/00 Itemized Cost for Work Directive No.1 Emergency 12-inch W/M Repair THESE ARE TRANSMITTED AS CHECKED BELOW: For approval Approved as submitted Resubmit copies for approval Submit copies for distribution For your use Approved as noted X As requested Returned for corrections Return corrected prints For review and comment {/�, �r Prints returned after loan to us SIGNED: `�y/ )0 ('{�{ 0, c: File Deborah A West,Project Engineer If enclosures are not as noted,Ii4ddyc,ify c . o.. i- `to EA m0. m > • ---t Cf G1 AN. , n $ 1R • a — a to 'Ca,r P. m p, lignabri E A S T E R N October 30, 2000 Correspondence Ka 0067-009 Mr.Robert P. Rudd,P.E. Professional Engineering Consultants, Inc. 200 East Robinson Street, Suite 1560 Orlando, Florida 32801 RE: Maguire Road Improvements—Segment 1 &2 Ocoee, Florida Dear Mr.Rudd: Ryzn Incorporated Eastern,as directed by Work Directive No.01, submits its itemized cost, attached, for the performance of this additional work. Please issue a Change Order in the amount of$9,648.28 to include this additional work in the next scheduled monthly estimate. Please feel free to contact me,should there be any questions. Sincerely, Ryan Incorporated Eastern Central Florida Division Bill Bentley Sr.Project Manager Cc: James Shin,P.E.—City Engineer/Utilities Director Project File# 0067 • RYAN INCORPORATED EASTERN 10125 WEST COLONIAL DRIVE,SUITE 203A OCOEE,FLORIDA 34761 (407)521-2887 FAX(407)521-2872 10/27/00 EXTRA WORK Emergency Repair 12-Inch W/m ASSET# DESCRIPTION HOURS RATE TOTAL EQUIPMENT COSTS 61-7896 2000 CHEW P/U 2500 10 $ 7.78 $ 77.80 52-7891 KOBELCO SR 400 6 $ 77.00 $ 462.00 12-7885 2000 KOMATSU WA250 7 $ 39.00 $ 273.00 12-7885 2000 KOMATSU WA250 3 $ 39.00 $ 117.00 61-7896 2000 CHEVY P/U 2500 6 $ 7.78 $ 46.68 61-7896 2000 CHEW P/U 2500 3 $ 7.78 $ 23.34 52-7891 KOBELCO SR 400 1 $ 77.00 $ 77.00 12-7885 2000 KOMATSU WA250 3 $ 39.00 $ 117.00 RENTAL 4-INCH DOUBLE DIAGHRAM PUMP 2 $ 5.13 $ 10.26 RENTAL BROOM 2 $ 6.78 $ 13.56 TOTAL $1,217.64 CONTRACTORS MARKUP 7.50% $ 91.33 TOTAL EQUIPMENT(INCLUDES RENTAL) $1,308.97 LABOR COSTS TOTAL LABOR $4,687.80 CONTRACTORS MARKUP 25% $1,171.95 TOTAL LABOR - $5,859.75 MATERIAL COSTS-INVOICES $1,253.45 CONTRACTORS MARKUP 17.50% $ 219.36 TOTAL MATERIALS $1,472.81 SUBCONTRACTORS-INVOICES $ - $ - TOTAL LABOR,EQUIPMENT&MATERIALS $8,641.53 10.00% $ 864.16 $9,505.69 BOND 1.50% $ 142.59 GRAND TOTAL $9,648.28 Pa7� IROFE `ply / ENGINEER/NGCONSULTANT.CaNC WORK G .E PARK CENTRE.tr00 E.ROBINSON BT.,SUITE 1560,ORIANDO,FLOAIDA 32801 DIRECTIVE Affiliate Firm:PECM/.IC Daugherty Consulting Engineers engineers • NO. 1. plannerssurveyors PROJECT DATA: a NAME: 11\kew 11.4 14 --tr. faeJ E041EI,5 PROJECT N0. 6E-353- IQ LOCATION: O e o E6 ft A DATE: 9 - 11- W OWNER: e i-cy of OCOEE DRAWING NO.: OTHER SPEC.SECTION: TO (CONTRACTOR): R YA ri 6kSi&R) 1rJc I You are directed to proceed promptly with the following change(s): gSrl IZ I.4affO6. f.•ref e STPt f98"f Z>- R-r 'bit ?o rn'SAhP IV SPAyA4T IaE Woa.ic SCo PS IS R<_PA-iit Fe9-4 a )31- +5e oe. 9ee "nkit-oLT 's.ele- Q it&e..Jts4 Shams f usrNe M.T. Co,ir•StT023 f..Y2. Poe. 2EST(tA.N7- rr-APr rr 3... /50tZ- 9 Purpose of Worn Directive Change: Emergency . 0 Avoidance of Delay 0 Unforeseen Conditions Explanation: LACK of I)ffcos a Lee,G CAvIE) of "-recs.' is 7usv- A<eaY, Re..e✓s / r£EPh2 -TEE ' ,f. 4S Ttr(s Coe Fig..;re&D de 4r4 to et- RESTAA,C PAL. ct4*,c • OpEs .. %� 2ACKfrc y f. I eo•-- Ii.e T.--�— F) .F a ,tact., 3ASE R r.++�Pb*7 . ._ hSPNA*. . 7N.f -rte.6-- If a claim is made that the above changes)have affected Contract Price or Contract Tune,any Balm for a Change Order based thereon will Involve one of the following methods of determining the effect of the change(s). Method of Delermining Change in Contract Price: Method of Determining Change In Contract Time: e and materials Con&actors records ❑TimUna pricers: --' gineefs records 0 Cost plus feed fee Cost Proposal-Submit within 22 days from date above 0 Cost proposal-Submit within 22 days from dale above Estimated increase(decrease)In Contract Price: Estimated Incase(decease)in Contract Time: 5 - If the change involves days. If the change involves an increase, an Increase,the estimated amount is not to be exceeded without the es5maed time is not to be exceeded without authorization. further authorization.- RECOMMENDED: AUTHORIZED: By: / By. / Project Engineer Date Owner Date By. / Construction Aammistrauon Manager Date Title ATTACHMENTS (Using of attached documents that support description): • 1. Contractor Request for Information No. 4. 2. Request for Proposal for Proposed Change(RFP)No. 5. 3. 6. �uWNER C- 1TY e tc ()cob& 30NTRACTOR 'RYA& £tc'i�/ PROJECT NO.: NGINEER 'p6C, /_FIELD: OE • 3D3-3.0 G ARCHITECT: O OTHER: DATE:9-15-o o F:L..PECIFORMS1CONSTI00ea6.FRM F-00846 (oSll7l05) 1W RYAN INCORPORATED EASTERN ( 766 SOUTH MILITARY TRAIL 7900 SUDLEY ROAD 10125 WEST COLONIAL DRIVE 1100 COMMERCIAL BOULEVARD DEERFIELD BEACH,FL 33442 SUITE 415 SUITE 203A UNIT 100 PHONE:(954)427.5599 MANASSAS,VA 20109 OCOEE,FL 34761 NAPLES,FL 34105 FAX:(954)427-6305 PHONE:(703)366-1627 PHONE:(407)521-2607 PHONE(941)430.1336 FAX:(703)360.2075 FA%:(407)521-2072 FAX:(941)430-1354 •�• FROM YlliKe Ellie, TO I DATE _ TIME h,,, p,1�1, T 1 `I '. (1�Ori;{'{f lt� 114ernl.vl.• 1'-..CC 0..co ic. US 1 SUBJECT JOB 11 ec 0 JOB NAME 1 1( 3\AEL1ikG Pend 'I '• v 11 , ,',n P,},. 1.f 1!',, c':i1,�f1. r` r:' u1i1 ; 1rnd Fl . n•dal` n1 41: Idl' ir , �.��. F .,.r.,1C o-. Cam{ 1T'y:,r•uil '° 1l1 I'I)1 \-hk1Yr,'n.) 'tAtLJ h1: \I- 1`-kcij.ty:. ht.ittdWny fii4(. - .1 :.I C\c.:r,l •i U 11El;, :'a ,L:1.li.r. "Ykr.-rh�a-i�'11 n( 17.'u.1di 11.C.,'. C{I lc {.O cIic CV Kr- r zic+iI KS 1 11.)1c4 i\141 'I.1}CFI. CI} cc ('5CC{c VA-A1 (+Cli:i\ V+.ie.\ , L3B, ceI \dl) 11AQ1 4 1)011};1r' (1..g1N ):I.I() 1111p -IC. }-y_Ii c ;c cre(n NOIe , C1e'. c) 1n,s1 {l.rfn 'Y'.-M)tc5ny J'nl\ 1r"•:,\ ( c\ 'Pil.m1;1`Tiac41^ u_`H ' ncvc Ile CA r-w'c3 Ccih1)nchtc CC\.\C C4 MCPi\uA�\( 1 cric—52/)r:CI C C t.oC- cc 'rFetuCbtCl �, 1-lour.) • • The Ryan Companies °""""" Project Daily Activity Summary ye Budget Entry lob I:, 33(6 7 Iw4.t a bidet S2(4 /wrest a•TkT 1524N.1 warts Muth*II ludipst I ►er*I a �� Esitnni ),5 (piNllf H'INIh 11YW.Or1 la1 Job Name: maculae :lS ,4H1 :r•:rr m,+ +:Free ttNaP,1rtt +: : Foreman: m•iKe LI IiJ qty 1*W' 1 �, Tar /ply T>: "city, ,OH �'/ Gty NY Date: 5e9_;rmn a-la-co I o -Total Total Employee Man Midi. Machine Nan Haunt Men Nadine Mal Nadine Mtn machine Han Hance Mao Nam Han Nadine Han Nam . Name ktlotrs MOWS Number noun Hors Hors Han _Hart _Nan Han Nan cars Han Han, Han Han- hart_ Mar. _Han Foreman _ _ rn;Ke El[is 10 41, (nt-racii(o 3 I/2 It _ Cr, , Operators _ FC4C.RayNn 10 'I%n 57.76'11 N •I (r, _ , ?JTnuley to-nfRt- t(\ 5/5 1 12- "Cet6 H 2 _ Cn 3 • I . _ 4- oho .14-1 -•$11•a - - I/et 13t o29 a AcN,B1,,, - a - — 0 Laborers • _ - T(1c1411kiSCM 10 '-I CO _ _ refLe ASut l4R - ken . ;3 112 _ 42 Cr, _ _ C'M1151-RJO ASOAR, 1(1 4 Co _ _ Ta1s mcdwa IC\ 4 T 6 • NOTES' 0uc cuk Cc Ain ' 5 E,TORrr to\C} (C.STP` int13.52) Cu} '2 F:r.} xZ\s, \-\c\, is cto,„h ak\c c olo1- no, Cu;- no. (ria OC 1.r•rak+ 011n,.r,xc a i�xh R.C.P. \r C4 in1lo 5 `uc*UFk. Pucnpa(1 Ca iknon nnx1 HI bsOs t cu_c mr,;)I +O 1(Y3 P^>I. CoR Rte:Tea- 4F xln fkwRrn}el i 11•.CC t;S4 12i x.h t:n}eR rc,niN A} C-hC NoR1h 1=Pr4 (av18.1ek a ('(\4J4�1Rr: Tel 't'Fcceff,ic.wn1 Ci.Na Kuipl 'lilt"" .r'vic i- Vie c\jtc 'B-5l",y .nix\ IS nkb cTa ' 1C}' 6?pssj 'We,.k 'I .. oc 1ti nc1 R CP (Su.. \• 41ec1il , et: l;xic.b• 3 —$ 6a\*+ nNC •1 I ch C.W cC Utt c� 1-IV 1-)t.IV detAi4 uzetkvR r-np,m, ti-',G Qii.♦• ut) M INch'Oeublc C1if \Rnc‘rn 'Pocc_t? 10 Recno.;,- t,f,ler- ?Porn I{o1C 0leroke(C nu,(\ Crrm R41u%''Y a - ccllr-et r\1aet C.rapor,j I Cr1(y= e,( 'Rpnii,A./ C<,aTWit C k -'- c&j'124Crltrlr(1:1 • CC Woufn) The Ryan Companies °"Ha* 04 Project Daily Activity Summary felt Budget Entry Job 1 Carr/ Wart■244.11 • wart• 1144• kraal• &Spat■ IMAM • t • o QI M4 L Job Name: ry)A0 .G— RA Pttich Note: Gaon: Note: Note: Note: be: - reman: rill14 Ellis qty MAI'aLnd" ply Sty rib rift _ ply ptr /ay _ n. N Date: r - r-PFcrnbca -ILL--CO F“1 Fr Nita} a Tab' Total Employee Man Mach. Machine Man Radice Man Mad+x Man lnd,tx firm Mada,e Ha, Madrx Man Nadine Kan Madme Man Mwtx • Name mom MOWS Number Han Han Han Han ban Han Han n Han Ho flan Han liarslb Man Man m Foreman - - _ Ilan es - - Han n4t El1i5 10 317 Col-'7$°ICE 10 - - _ _ Operators 1 _ _ - E.A c ?p.n.s() 10 Cab-1 5z-7691 1e Ca 9-rAaleyCmRi. 10 ?is 12-7eR5 ICI — FaAwnTlikicR I C) _ . .Laborers Tck icliRiocce 10 . t \O _ _ • S ( uilna t0 10 t Guc,1•nvo Pc3ullna , 1 O 10 ,_ - - _ _ �vX1F1 (Y1Ct1iaA 10 r IQ __ _ _ _ _ - _ NOTES: IOUs cu Rv,Akty.1 n1- ce,0‘u.R NI c 'V\C-o Ike 'Rd . qc:c\ 1N'•nce..EI ldnllly{ (orAl 1t, 'Rc?rop, 126ach t,,;r,ti rt IrymN (`C1.17,1:103) 't1/4-T. .151AlIEd n11 12 i.Kh Wnlcri Enna .91ad RHSccjA uh -h t3G,-i C,/a9141%, fLX1 rs1C�csnl-u,i, saR Rez1ari;at- (1<c.Tra,7P11Ec1 1- 12 loch t 12ii1.ic1-Te 1 - 12L1ch 46 head 1 - 12i,x'h 01t]sat At%\ 1- 12%101.x+h eRt1.t{UCcH) l)ECc\ 9 - 121a<1\ metrA-Uc5 17x1 C,n14144, .2 - 10iach ryyayl..tryl ..h.sA C�`,1',c7%, rdechcillecl nac\ Cc,1n nc1-rc\ IcA CR rani clad 'Fkt,tl,.iA.r it'9 Pcn.h. o;4'n %,llathe 0C Lime Pc,cn nac\ ecmFAc vc\. The Ryan Companies °"°'""'" Project Daily Activity Summary tdt Budget Entry Job #: Cek% ws}t• 115 audios• I?,-I *Spot•2r141.1 wtll .l•IL H{ Iry • ■.•••t• *Set• ..at•t• o h-7 141WI1 121Nt1 VI Job Name: rrc�uiREr�cl. Nk.: fMNAIG Note: �tC G tfOta;,.ntikW;C.p. No4: Note: Hata: Hole: Foreman: m'1K- Ellie GN u'L!o tnbN ,crop a C city ueln,a CST Pump Date: 5epl-ernbER- 16-0 1 ..! _ o '3 RC,h'wJ Fc t Total Toil Employee ma mach. Machine Mn MxHne Man M.di a Man ?Udine Nan Mad,be Mn Machine Mn !Udine Man Machine Mn nadir* ` Name meal Noun Number Han Hail non Man Ion van Hun Mors Haas Hairs Rout Nan Hon_ Ion lbws Han Foreman f li14e Ellie, S 1/S Col-Tic-Up 2 • 2 _ 3 2 - Operators - _ , . ERCw;tC `E'Iz rolz?z 52•7i'11 2 2 2 -2 3 I 1'Iz I , �iKale,i EP aF SSW 002 12•7YQ5 'L I 2 _ I '3 3 1'Iz I _ Fyilt4lic lfwaa % 2 2 ''3 1 '/z t - —Laborers 1 ry 1 tSRitKr., E7z 2 2 + 3 Ilit j u;Irk SYz 2 2 _ 3 142 GtraftwokvIIAR 8'/z _ 2 '1_ 3 , 1'Iz _ TAG meaiwk $'/z 2 2 _ 3 _ 1I2� F _ _ a _ — — - -4 — — - - . I L L NO7E5' LAid b} FEE. -of leb 1nr_I-M.C.Y. fx1'tOPcIA c> !a✓1 vital °-.5-2&i =NLt Al lox1 F7KHM mn hch 5.235 LA,{I 15Vice1 nc r :Jch Kc4. b kt c s (-3.22,6 anal ex23Co , l d p;pe iN4o €jT.Rrn J-iktldtlRF• S'x,tn11Ee1 3 - 121,x.h '' n rekwatr* of 12il-cV. tyatite MVN ( mAGu;Re Rd n Y1 -3zoccos a N1 PARM wY) ' Kc;1 cl n 1 Cnm c E It .-- v fl -_nM- t 4-) raacat ; r 1r�yncuum putfY AO 1t -t,`AteR B ikth —Re2. --------------------------------- - INVOICE MISER I CUSTOMER I PAGE I I- 740452 I 22798 I 1 PLEASE CONTACT WITH QIESTICN: PLEASE REFER TO INAICE MISER WEN WPC 954-973-81(0 PAYHENT AND R]UT T0: FERGUSON 14VDERROURD INC 1125 RDIIT 70: P0 PM 851621 ORLANDO, FL 32E135-I621 SCCD TO: SHIP T0: RYAN INCORROMTEO EASTERN RYAN IKOIPORATED EASTERN 14AGUIRE ROW RP 1 8 2 JOB' 'NOGUIRE MAD DP 1 &2 J03' 10125 W COLONIAL OR PROJECT N03162 OCOEE. FL 34761 DCRE, FL 34751 I SHIP I SEl I TAX CODE I CUSTO1R ORDER I SALE9W1 I JIB NA`L I INVOICE DATE I BATCH I I WHSE. I iSE• I I MISER I I I I I 126 I 126 I F13WA I 2030364 I ORI I F%UIRE RJ?D 'FP SETIL.WT 1 8 2 I 09/15/00 I 5251 I ERDERD I SHIPPED I ITN WEER I DESCRIPTION I UNIT PRICE I U4 I AHXNT ____________----------------------------_________---___________________ --------------------------- I I GASKETS FOR 740129 I I I 9 19 I WTG12 112 HJ TRAN GSKT I 0.033 I EA I 0.00 I TOTAL DE---> 0.W AIL ACCOUNTS ARE DE MD PAYABLE PER THE W DITI '6 AT TENTS Of THE ORIGINAL INVOICE. ALL PAST WE MOMS ARE SUBJECT TO A SDNICE CHART- AT THE PLAX[mi RATE ALINED BY STATE UM PLUS COSTS OF COLLECTION INCLUDING ATTORNEY FEES IF INCURRED. FREIGHT TEAS ME FOB OUR WYK WLESS OTHERQISE SPECIFIED ABOVE. 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'• '' ''':%.11.:St-iii.)/1.11. ...4•;'1.--'rf•,'"i"-'-...1.'"'etp''. Of'''''.•?S. .1. 4.. .1'....qr. l'144:"." .6. •""'41( .1'.•...4:.! • ..1.41iii.'".7.1 1 (C.441.0 4431,.• /1 ''IN iiik i 1 en Ell .‘"`..i. .1. . ••• � . �. . .�.AJrVP u44 y. wul I'n: •v. vu-.uui ItI..Vu.Hcv I ..IL o±. Al ' y Underground Utilities INVOICE NO. TYPE OF SALE (YIN)REVIEW 2361 NW 22ND STREET•POMPANO BEACH,FL 1ODOD-ll64 /'ID1i9 _— Y( IORDER 1' )ACCEPT COST BACKORDER 51L POMPANAUGUST ,GA(11}1100 4w. RAI mA,GA D]0)417-W10 124. ORLANDO(401 '-'" PAGE ( )FUTURE DELIVERY ( )SPECIAL.COST 11L A GA P06)1662J]0 212. NMW S(RD LN66 1L PENSACOLASAVANNAH. 1650)4]10699 127. FT.MYERSAVEN(IO))4/45 13E. NAPNE51NRI6O-010 312.44 TAMPA(11,GA IPV)IN-fOJI I. GI' 1 ( )DIRECT ( )FHEIOIrt 1]6. LTMI MAVEN(ISO)]/13515 M. ORANGE PARK 11NI t)F»15 014. TAMPA p❑)NN611 ( I CASH SALE ( )DELIVERY • TOMER NO. CONTRACT NO. NO. ORDER DATE TERMS BHP MITE SELL WIDE ( )INTERBRANCH ( )LOCAL PICKUP 798 JI I` 09/13/00 NET 10TH PROX 12�} 12L3 BOXES BAGS LEMLIHS )snow::OOM RYAN INCORPORATED EASTDID ERN s RYAN INCORPORATED ERSIERN C0001J *MAGUIRE ROAD IMP 1 & 2 3013* H *MAGUIRE ROAD IMP 1 & 2 000'* PACKrDOY CHECKED BY DEL��JJ/1Tr JmITaA --- 10125 W COLONIAL DR P PROJECT 1100162 .'t• •..lX.\ y GJD __ OC.OEE, FL 34761 �O 4 OCOEE, FL 34761 SHIP DATE SHIP TIME SH' VENDOR D 3 to D R-13 ITOMER P.O.NO. JOBNAME INSTRUCTIONS SLMN SHIP VA VENDOR U.NO. 1 RBVIBE_r. MAGUIRE ROAD IMP SEGMENT 1 (� P. R1 OUR TRUCK 3 ORDER DTY. SHIPOTY. • ITEM CODE DESCRIPTION : • LOC UM'PRICE ® TOTAL . '. 42.O.:ND• ' 1 2 E2010PVAS 10 MEGALUG ACC SET F/ C900/IPS T CR I ..1.,, 30.4 I b 2 **** E2010P'V 10 MEGALUG F/ C900/IPS PVC V07A01 1G **** MJTHDNFP 3/4X4 MJ T-HEAD BOLT 8 NUT 401A03 3 2 **** MJGA10 10 MJ CSKT UO8B05 V02A04 2 9 9 E2012PVAS 12 MEGALUG ACC SET F/ C900/IPS T LA • 3E.3 Ib 9 **** E2012PV 1.2 MEDALUG F/ C900/IPS PVC Y07A01 72 **** MJTHD NFP 3/4X4 M3 T-HEAD BOLT &'NUT . V01A03 � 3. o **** MJGA12 • 12 MJ CSKT B0DB06 . V02A04 3 2 -2_ MJTG10 10 MJ TRAM GM008D05 EA 1.0 I 4 (-7—P FR1390C12 12 JT RESTRAINT C900/DI PIPE R01A02 EA 1'03A01 — I Vh4-C.C.- CI I-3 .� 10 RETURNSALLOWED W 4iPR PER AUTHORIZA110N. 7EfURNED MA JE T ANGLING CHARGES.' ' CREDIT APPROVE USTOMERs //77// ov 1.------ A SUBTOTAL " FREIGHT DELIVERY - TAX YOTAL'. ::'MATURE iEEREVERSE SIDE FOR IMPORT TERMS AND CONDITIONS OF SALE AND LIMITATIONS OF WARRANTY FERGUSON UNDERGROUND I/it 1125 Deliver To: DIN 0 Fa GUSON REMIT TO: Frai : Gloria Brady ENTERPRISES 0 ORIAN00 6FL 32886-1621 Cements : WCT ......—..........—____ -____-------------------- I INVOICE HUBER I CUSTOER I PAGE I I 740129 I 22799E I I I PLEASE CONTACT WITH W-STIOY: PLEASE REFER TO INVOICE COOKER MIEN WAKING 954-973-8103 PAYH:NT MD REMIT TO: FERGUSON UNDERGROUND INC 1125 R@9T TO: • W COX 861621 ORIA`00, FL 32896-1621 SOO TO: . SNIP TO: RIM INCORPORATED EASTERN RYAN INCORPORATED EASTERN -MAGUIRE ROAD IPP 1 A 2 JOB' •NMUIRE ROAD RP 1 &2 JOB` 10125 W COLONIAL DR PROJECT t00162 OCOEE, FL 34761. ' QQ.E, FL 34761 I SHIP I SEL TAX CODE I CUSTa€R ORDER I SALESMAN I J03 NAPE I INOICE DATE I BATCH I IMSE. I WISE. I HIKER I I I I I I 126 I 126 FLU I 200036E I an I MAGUIRE MAO IPP SECRtIT 1 &2 I 09/14/00 I 530 ORDERD I SHIPPED IT01I1113ER I k5CRIPTIO1 I UNIT PRICE I LH AMXM 2 2 E2010PVAS 10 HEGAWG ACC SET F/ C900/IPS. EB.OU EA 136.03 9 0 E2012PVAS 12 KraIIG ACC SET F/ C900/IPS EA 0.00 2 2 HR610 10 HJ TRAM GSXT 4.250 EA 8.50 2 0 FUFR139OC12 12 JT RESTRAINT C900/DI PIPE EA 0.03 9 9 E2012PV 12 KCMG F/C900/PPS PVC 72.000 EA 6E3.00 72 72 HITIBNFP 3/4X4 HI T-HEAD BOLT & NUT 0.0)0 EA 0.00 INVOICE SUB-TOTAL 792.50 TAX 47.56 I TOTAL CUE---> 810.05 ALL ACWJ U5 ARE WE MD PAYABLE PER THE CONDITIONS AT TER6 OF THE ORIGINAL INOICE. ALL PAST WE MUMS AFL SUBJECT TO A SERVICE 01.AR - AT THE HAXIHIN RATE PULSED BY STATE Li 4 PLUS COSTS Of COLLECTION INCLUDING ATTORNEY FEES IF INCURRED. FREIGHT TEAS ME FOB OUR COCK LNLESS OTHEWISE SPECIFIED ME. FAXD DPLICATE INVOICE FERGUSON ENTERPRISES, INC:0 cu. ::'r PI l: '1('r7-�:2 - i 1 ,;: Ultdetw1'Dund Utilities: , INVOICE NO TYPE OF SALE 2361 NW 22ND STREET•POMPANO BEACH,FL 33069-1394 :')t}l 'i A . )ORDER • 125. POMPANO(954)9734100 407. MARIETTA,GA(770)427 3020 126. ORLANOO(407)1159.7473 PAGE ( )FUTURE DELIVERY 511. AUGUSTA,GA(100)160.2233 292. MIAMI(305)716-0000 335. PENSACOLA(050)474.0999 127. FT.MYERS(941)334.3310 136. NAPLES(941)643.1970 312. SAVANNAH.GA(912)234.9004 • a I)I' t ( )DIRECT 426. LYNN HAVEN(850)271.5596 149. ORANGE PARK(904)276.733S 044. TAMPA(913)999.3002 ( )CASH SALE • /USrOMI'ri NO. CONTRACT NO. j 1111)NO. 0110E11 DATE TEHMS •'• SI01'NAME 5tU.WHSE ( )INTERBRANCH I.279C 09/1.;3/('Jt3 i'tnnT •le I1 Flil)ri 12 t 12( BOXES . BAGS LENGINS s I{Y14 Neill(l'Ui;t•(rr.l) Etta I l:r.t1 .. s It i Art i.17[:Qi t'O1 i I l.0 Lrib I lchl; i.04711111 • , O .4ti4flGUIRE: ROAD 1141) 1 A 2 Onfll . H *14AGUIRE •RORU IMP. I. ;C 2 llru'ft''4• PACKED BY CHECKED BY DELYO8 a. 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