The URL can be used to link to this page

Agenda 06/11/2014 PELICAN BAY SERVICES DIVISION MUNICIPAL SERVICES TAXING & BENEFIT UNIT NOTICE OF PUBLIC MEETING WEDNESDAY, JUNE 11, 2014 THE LANDSCAPE AND WATER MANAGEMENT COMMITTEE OF PELICAN BAY SERVICES DIVISION BOARD WILL MEET WEDNESDAY, JUNE 11 AT 3:30 PM AT THE COMMUNITY CENTER AT PELICAN BAY, 8960 HAMMOCK OAK DRIVE, NAPLES, FL AGENDA 1 . Roll call 2. Agenda approval 3. Audience comments 4. Review of information related to PBSD responsibility for water management in Commons project 5. Other business 6. Adjournment ANY PERSON WISHING TO SPEAK ON AN AGENDA ITEM WILL RECEIVE UP TO ONE (1) MINUTE PER ITEM TO ADDRESS THE BOARD. THE BOARD WILL SOLICIT PUBLIC COMMENTS ON SUBJECTS NOT ON THIS AGENDA AND ANY PERSON WISHING TO SPEAK WILL RECEIVE UP TO THREE (3) MINUTES. THE BOARD ENCOURAGES YOU TO SUBMIT YOUR COMMENTS IN WRITING IN ADVANCE OF THE MEETING. ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THIS BOARD WILL NEED A RECORD OF THE PROCEEDING PERTAINING THERETO, AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD IS MADE, WHICH INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. IF YOU ARE A PERSON WITH A DISABILITY WHO NEEDS AN ACCOMMODATION IN ORDER TO PARTICIPATE IN THIS MEETING YOU ARE ENTITLED TO THE PROVISION OF CERTAIN ASSISTANCE. PLEASE CONTACT THE PELICAN BAY SERVICES DIVISION AT (239) 597-1749 OR VISIT PELICANBAYSERVICESDIVISION.NET. TO: Landscape &Water Management Committee PBSD Staff Attendees FROM: Dave Trecker SUBJECT: Water Management Responsibility for the Commons Project DATE: June 11,2014 The intent of the meeting is to disseminate information pertaining to PBSD's water-management responsibility,if any,in the Foundation's proposed project to reconfigure the Commons area. The goal is to provide the basis for a reading on PBSD's responsibility by experts at some later time, hopefully at the July 2 PBSD board meeting. A partial reading may be possible today. The PBSD is seeking this reading,not to throw up unnecessary roadblocks to the Foundation's project,but to determine the extent of our authority. To relinquish authority we may legally have would set a troublesome precedent. The accompanying input came from a number of sources and,I believe, covers most of the questions and issues. (1) Neil Dorrill's readings of PBSD's responsibilities (2) County Attorney's input (3) Portion of Commons parcel within PBID jurisdiction (4) PBID water management responsibilities (5) PBID responsibilities transferred to PBSD (6) Impervious limitations (7) Commons location within stipulated drainage basin (8) Foundation covenants INPUT FROM NEIL DORRILL,PBSD ADMINISTRATOR—TAKEN FROM MINUTES OF PBSD BOARD MEETINGS January 8,2014 "The civil engineer was tasked to research the history of the Pelican Bay Services Division and Pelican Bay Improvement District pertaining to plan review and approval related to drainage and water management. The preliminary research found that the last time that occurred for which there was correspondence was over a decade ago and since that time,review and approval of site development plans have been assumed by the County's engineering department. This is not to say that there are not other South Florida Water Management District (SFWMD) permit obligations. The Services Division is solely responsible for the operations and maintenance of the SFWMD surface water management system permit. There are some exhibits by basin that identify individual parcels and zoning areas,including impervious areas, and the civil engineer is still researching these issues." Regarding whether PBSD's authority stops at the boundary of private land,e.g., the Commons parcel,then picks up again at the other side ... "the answer is yes unless it would exceed or conflict with allocation of the pervious area by zoning type and use within each of the six basins. For example,the Services Division is not responsible for the drainage system, or the collection or retention of storm water on site at the Community Center. The Services Division is only responsible for lakes that are publicly owned or for which there is an easement in favor of the Services Division or Board of County Commissioners. The Services Division is not responsible for any privately owned drainage system. However,the original SFWMD permit identified major drainage basins and individual impervious areas for certain designated zoning uses and the Commons was designated as park land.There is a certain not-to-exceed allocation for impervious area for that particular parcel that needs to be further researched." February 5,2014 Regarding what legal standing the PBSD had regarding water-management responsibilities in the Commons parcel ... "the answer is two-fold.Based on the County Manager's letter ... concerning the review and approval of the site development plan,the County Manager is deferring responsibility to the County's Engineering Department to perform these duties along with any building permits necessary to do whatever the project is. With respect to the water management permit,the Services Division is the entity responsible to own, operate, and maintain the water management features. There was an exhibit that accompanied the original conceptual master drainage plan sorted by drainage basin and land use, designated certain impervious areas that were not to be exceeded. That is a separate administrative process and those determinations would be made by the SFWMD in West Palm.The Services Division cannot stop the review and approval of the site development plan that the Foundation may need to build whatever it is they want to build. If there were concerns this may violate the operating permit,the determination would not be made by County government,but would be made by the State through SFWMD. So far,this board has not asked staff to take action to have this evaluated." In response to a question on whether the PBSD has responsibility for water management within this community ... "the Services Division holds the operating permit for the primary water management system that was constructed.There are certain private or secondary drainage features within this community that are not the Services Division's responsibility." March 5,2014 Regarding PBSD's water-management role in the Common's project ... "technical concerns determined by the Services Division's civil engineer could be shared and recommendations made to the County engineer. However,until the construction drawings are received and an analysis is done by the engineer, it was unclear whether the area of impact is a water management area reserved for drainage or on a drainage easement as part of the Services Division's master drainage system permit." Regarding the impervious surface at the Commons site ... "the exhibit from the original master drainage plan for the community identifies pervious and impervious surfaces by basin and zoning type. There are different impervious allowances within each drainage basin and within each zoning type. This exhibit would be the basis of the independent civil engineering review of the imminent site plans. SFWMD in West Palm Beach would be the entity to address any concerns with the plans. Staff requested the plans,but they have not been received." April 2,2014 "There are two issues. "In the first issue,the civil engineer is evaluating the proposed Commons plans to determine 1) whether this is a substantial change to the existing Commons site development plan or SDP,and 2) whether the proposed plans exceed the impervious area basin allocation that is part of the Services Division's SFWMD permit. "The second issue pertains to the Foundation's deed restrictions.There is no process for this currently,but there is no question that this would require the Services Division's written approval if it affects a platted or recorded property interest. The platting or subdivision process is involved and ultimately requires the Board of County Commissioners approval to accept and sign off on the plat. However, condominiums do not have to go through this platting process — condominiums are recorded, but are not platted—and there are condominiums adjacent to the Commons site.Thus,in this case,the civil engineer is performing a title search to find out whether there are any platted designations or reservations that are in favor of the Services Division or the Board of County Commissioners adjacent to the current sites and parcels. The civil engineer would present his findings at the May meeting." Questions from Dorrill's Input • Would the project result in the impervious limit being exceeded in the basin in which the Commons is located? • Is the Commons water-management area on a drainage easement that is part of the PBSD master drainage permit? • Would the Commons project represent a substantial change to the existing Commons site development plan? • Would the Commons project affect a platted or recorded property interest? (2) COUNTY ATTORNEY'S INPUT SUMMARY OF MEETING WITH COUNTY ATTORNEY MR. JEFF KLATZKOW MARCH 13, 2014 • Mr. Dorrill identified the issue concerning site development plan approval related to storm water management. Mr. Klatzkow's review of the Pelican Bay deed restriction is that Pelican Bay Services, Division has the right of approval for matters that change any water management area reserved by plat or recorded instrument. • Mr. Dorrill reviewed the Board's request to amend the No Wake/Slow Speed ordinance to make it consistent with the F.W.C.'s enforcement and the Florida Administrative Code. Ms. O'Brien provided copies of additional Items including Tim Hall's exhibit. • Ms. O'Brien addressed her concerns involving the Foundations contract for the recently completed Beach Renourishment Project. Mr. Dorrill indicated in this instance she was speaking as a single member of the Board. Mr.Klatzkow indicated that administration of contracts falls under the County Manager. • Ms. O'Brien asked Mr. Klatzkow to explain the process for closed or executive meetings of the Advisory Board outside of the Sunshine laws for matters related to litigation or personnel. Mr. Klatzkow explained that the Advisory Board is not eligible to meet in closed session, as the Board of Commissioners would be the named party to any litigation. He further explained that any personnel matter would be addressed by the County Manager except for the two contract employees. (33 unread)-djtrecker-Yahoo Mail 3/14/14 4:56 PM Home Mail News Sports Finance Weather Games Groups Answers Screen Flickr Mobile I More 1 Search Mail i Search Web © david r • 9 Compose 4 4 J I ® Delete ES Move v Spam Mores, I E Collapse h €-e Inbox(33) , FW: Please share with the Board Drafts(120) Sent ResnickLisa ;.w',t ' Spam(1720) To Me,Frank C.Dickson,II,Hansen,Hunter H.(Hunter.Hansen @waldorfastoria.com), YAHOO!Trash(107) and 15 More... Folders nuros Dear Pelican Bay Services Division Board, Notes FIND > Recent On behalf of Ms. O'Brien, see below. To avoid Sunshine issues, please do not reply/comment. OUT Sponsored Lisa WHICH BLtf@LoCk• Original Message MODEL ,u'g From: Susan O'Brien (mailto:naplessusen @comcast.net] ga Li theft c the rise IS IDth tontheris .k• Sent: Friday, March 14, 2014 8:11 AM e, Protect your rd today To: ResnickLisa Cc: Neil Dorrill Subject: Re: Please share with the Board Hi Lisa, Please distribute as a one way communication to all PBSD Board members. Thanks to Neil for his notes on our meeting on March 13 with County Attorney Jeff Klatzkow. Three additional take-aways include the following: In addition to PB's governing documents requiring the PBF to seek PBSD approval for certain changes in water management, Mr. Rltazkow indicated that the language of County Ordinance 2002-27 thate'governs the PBSD's purpose and powers is significant because it not only lists water management as a purpose of the PBSD, but includes the phrase "...to that p,nd shall possess all the powers to do ail things reasonably necessary to provide such services." +, J Re: the agreement between the PBF and the County for 10,000 CY of sand for beach renourishment, Mr.Klatzkow said that in his experience it is not uncommon for a written agreement not be adhered to if acceptable to both parities in the agreement. We discussed the possibility of developing two ordinances to replace the current idle speed/no wake ordinance in Clam Bay-one for idle speed/no wake and/or slow speed/minimum wake zones allowable without review by the Florida Fish and Wildlife Conservation Commission and a second one for zones requiring approval by the Florida Fish and Wildlife Conservation Commission that would take 3-4 additional months to enact. Susan O'Brien Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Reply,Reply All or Forward i More -) https://us-mg6.mail.yahoo.com/neo/launch?.rand=8pobu9eogo5pn#mail Page 1 of 1 SECTION TWO: Boundaries of the Unit. ` The Pelican Bay Municipal Service Taxing and Benefit Unit is comprised of and includes those lands as described on the attached Exhibit"A"and as depicted on the map attached hereto as( Exhibit `B". SECTION THREE: Governing Body. The governing body of the Unit shall be ex-officio the Board of County Commissioners of Collier County, Florida. SECTION FOUR: Purpose; Powers. The Unit is formed for the purpose of providing street lighting,water management,ambient noise management, extraordinary law enforcement service and beautification, including but not limited to beautification of recreation facilities, sidewalk, street and median areas, identification markers, the maintenance of conservation or preserve areas and to finance the landscaping beautification of only that portion of U.S.41 from Pine Ridge Road to Vanderbilt Beach Road in the dye-described taxing and benefit unit and to that end hall possess all the owers to do all thine t791a - reasonably necessary to rovide such services. SECTION FIVE: Annual Estimates of Expenses: Taxation & Assessment Rate. For the purpose of carrying into effect and the administration of this Ordinance,the Board of County Commissioners shall annually, at the time required by general budgetary law, review and adopt an itemized estimate of the amount of money required to carry out the business of the Unit for (3) PORTION OF COMMONS PARCEL WITHIN PBID JURISDICTION 5/28/14 Dear Folks, If you have any questions about the handouts regarding PBSD and the Commons, please let me know. County ordinances and resolutions show that PBSD has jurisdiction over the surface/storm water management system of Pelican Bay (See Resolution 91- 217). According to the 2004 PB PUD Ordinance, the Commons is a Neighborhood Park. In the PB Deed document, the Commons parcel, parcel J, contains a PBID (PBSD) drainage easement. Foundation is making changes to the Commons stormwater drainage system. 1. If PBSD has jurisdiction over the surface/storm water drainage system of PB's other neighborhood parks, and common properties, why not the Commons'? 2. The PBID (PBSD) drainage easement in the Commons parcel indicates,that PBSD has jurisdiction over the stormwater drainage system of this parcel because stormwater from the Commons flows into the PBSD Drainage Easement. 3. Foundation's permit application to the South Florida Water Management District requests modification to the stormwater management system of the Commons parcel. 4. How can PBSD manage the surface/storm water management system of PB if Foundation can make changes to the drainage system of a neighborhood park or other PB common properties without consulting with PBSD? It makes sense that the Foundation and PBSD discuss matters with each other and work things out before making any changes to the surface/storm water drainage system of common properties in PB. Linda Roth Ior3lor3Capl,cpm Timeline: June 19, 1990, via Resolution 90- 335, the County succeeded independent PBID Dec. 21 , 1990, via Ordinance 90- 111, the County created dependent PB MSTBU March 5, 1991, via Resolutions 91- 216, and 91- 217, the County accepted and adopted a plan of dissolution for PBID, and assumed the existing debts and obligations of PBID Ordinance 90- 111 was later repealed by Ordinance 2002- 27. However, the Purpose and Power in all the ordinances have remained the same since 1990. The subsequent amendments usually regard the number of committee/board members, quorum, terms, etc. Resolution 91- 217, states that the 12- acre PB water management facility belongs to the County, and the County will provide PB's (portable) water, sewer, and irrigation services. This ordinance also reinstates nearly all other responsibilities to the PB MSTBU's Advisory Committee which was renamed the PBSD Board via Ordinance 2006-05. If people have a different scenario, please ask for documentation to substantiate what they claim. I have all the ordinances and resolutions pertaining to PBID, PB MSTBU and PBSD. Please let me know if you would like to see them. -1 .14; MARCH 6, 1991 .-9,',:4' "r $4.11n"." V ;" BCC _ `,..', . RESOLUTION NO. 91 -217 ": "' RESOLUTION BY THE BOARD OF COUNTY COMMISSIONERS J OF COLLIER COUNTY, FLORIDA, AS THE GOVERNING BODY OF COLLIER COUNTY AND AS EX-OFFICIO THE GOVERNING BOARD OF THE COLLIER COUNTY WATER- r SEWER DISTRICT, PROVIDING.. FINDINGS;.,_ACCEPTING AND_ ADOPTING THE,PLAN OF DISSOLUTION,_:FOR.,THE PELICAN..,BAY IMPROVEMENT ,DISTRICT; AND SPECIFICALLY ACCEPTING THE INDEBTEDNESS, OBLIGATIONS AND RESPONSIBILITIES OF THE PRE-EXISTING SPECIAL DISTRICT GOVERNMENT. IT IS HEREBY ASCERTAINED, DETERMINED, DECLARED AND FOUND £• .: THAT: “' A. The Board of County Commissioners, acting pursuant to 1..1.,. specific provisions in Chapter 74-462, Laws of Florida, have succeeded to the powers, rights, duties, functions and obligations k:: of the Pelican Bay Improvement District and have become the • Y~�_ commission succeeding principle functions thereof (hereinafter .: -- "PBID") . ;' - B. Having become the governing body of the Pelican Bay lf!' Improvement District, it is now necessary for PBID to consider and adopt better procedures resulting in the high quality, efficient, -;r“ 7 '�( -- expedient and economic xp provision of water, sewer, irrigation, s•, . street lighting, water management, and beautification services, f _. 4";}-• responsibilities and obligations now provided through the Pelican •.'i?. Bay Improvement District. :• '; C. The Pelican Bay Improvement District boundaries lie i, wholly within the boundaries of the Collier County Water-Sewer District. OO PAGE 68 ee.;. y;f• '`,'..A MARCH 5, 1991 ,;:v:',*". ' ) 41 1,3 •.:f 1: Y..1';I, '`':4 Vi'µ :, FIA,' D. It is in the public interest that long-range planning, management and financing and long-term maintenance, upkeep and ' ';; operation of water, sewer and irrigation facilities within the r Collier County Water-Sewer District be uniform, efficient, and ' economical. E. Pursuant to Chapter 88-499, Laws of Florida, PBID has # , authorized and consented, in writing, to the exercise and ' , jurisdiction by the Collier County Water-Sewer District over the 1rproperties located within the boundaries of the Pelican Bay '; Improvement District. F. It appears the introduction of a special act establishing and organizinga municipality within the confines of t P Y IV T. the boundaries of Pelican Bay Improvement District is imminent. :Ii, G. Absent conveyance or transfer bylaw of all right, title Y g and interest in the water, sewer and irrigation utility facilities and appurtenant easement and use rights within the Pelican Bay • ': . ;' Improvement District to Collier County and/or the Collier County Water-Sewer District prior to the passage of any legislation -!-• ';;e creating a municipality within the Pelican Bay Improvement '.' District, the specific objectives related to the development of a regional water and sewer system and the economies and service tII. enhancements favorable to all residents, ratepayers and landowners ',. : in both the Pelican Bay Improvement District and the Collier • County Water-sewer District, which were in certain respects the • i'.. genesis of the Board of Commissioners actions in succeeding, will be frustrated and/or thwarted.( , II 000 PAGE 69 i . 2 , L I'M MARCH 5, iggi iA;4 w ' '� H. It is not in the overall public interest or the interest c,---. of the residents, ratepayers and landowners of the Collier County 5= Water-Sewer District to allow or acquiesce to the secession or - n erosion of portions of the Collier County Water-Sewer District, = : its service areas or facilities whenever areas within the Collier £= County Water-Sewer District seek incorporation. Viz' I. Maintaining integrity and ability of the Collier County P.::_: Water-Sewer District to provide regionalized water, sewer and ;-. irrigation services within its boundaries is consistent with the County's Comprehensive Plan. tJ. In any and all events the Board of Commissioners have covenanted, and hereby reaffirm their covenant, to maintain tc.*:: inviolate the legal and equitable rights, powers and interests of !co:- each and every bondholder in any and all bond financing ; •. proceedings authorized specifically by the enabling legislation t . for the Pelican Bay Improvement District. ; : . 4 K. The Board of County Commissioners, as the governing body 14 [ of Collier County, has created the Pelican Bay Municipal Services :- Taxing and Benefit Unit for, among other reasons, the purpose of Y.. i '.: i, more efficiently and economically providing, at a minimum, those t= same services as are presently provided by the Pelican Bay Improvement District, save and except for, water, T:n;�: . . sewer and irrigation services. .. ..._ _... y • ' L. The boundaries of the Pelican Bay Municipal Services v = Taxing and Benefit Unit are one and the same as the boundaries of . c- the Pelican Bay Improvement District. t•-• , • ; t_ ;'-.;`; - MARCH B 1991 • 111� 4.::,. ,,4.*:' . , _ ,.,,,,,.._ : .: - f- A.-t .; � M. The past and present operating framework of the Pelican .s . r. -.'.: Bay Improvement District has proved to be and is awkward, _` uneconomical and inefficient, and is generally inconsistent with ,. "ice' the County's Growth Management Plan and the specific objectives related to the development and furtherance of a regional water and t. • ' sever system. =`".'_ N. In Chapter 189, Florida Statutes, the Legislature has := specifically found, and the County Commission concurs, that it is K•II. r:, i.. . :: in the public interest that special districts created pursuant to ' "`` state law- not outlive their usefulness. 1: '.4.y. O. Collier County andjor the Collier County Water-Sewer � °: District and/or the Pelican Bay Improvement District have caused : ,` the installation of the appropriate infrastructure to interconnect the water, sewer and irrigation systems and facilities of the '' : Pelican Bay Improvement District to regional treatment facilities t of the Collier County Water-Sewer District. cse ..f P. Collier County and/or the Collier county Water-Sewer District through Collier. County Dtilities .Division. is capable of • •=. providing all of the water, sewer and irrigation services and/or necessary administration to serve the areas presently served by r;. 4 the Pelican Bay Improvement District at the same or better cost, at the same or better level of quality and as efficiently as is '::.- being rovided by the Pelican Bay Improvement District. 4;1; i Q The County and/or the Pelican Hay- Municipal Services. _.• ;: • Taxing and Benefit Unit is .capable of. rovidin 4 all ...services .... .. . previously provided by the Pelican Bay Improvement District, save water, sewer and irrigation services which will be provided 4 «^ in E[f 111 oyrc 71 • �.,.�. MARCH 6, 1981 k -Zv^ - i . S Y�.'t.0 -le i.;7 . . ' ^ :• : :; ::. 6.8 Upon dissolution, the distribution of functions within the newly created Pelican Bay Services Division will be implemented .._ ::•', provide for... a separate Utility Department supe�cv sed b su erintendei t on assigi?tnent';:from the Collier Cou n.. `•-.:` Div g .. tility `- .:::;::;-• Division, 'a:.t.separate Public Services Department supervised by 'a Public Services Superintendent on assignment from another division acting County vn nager'strato� and a support person to assist F=: the Administrator and the two superintendents. 6.9 Upon succession, the PBID had one Advisory Conservation Advisory Committee whose purpose Board, vie PAID PBID Board of Supervisors on all water aq went anadvise the environmental concerns. This Advisory Committee met at the c of the Board of Supervisors •and remained in effect upon all succession. Upon dissolution the PBID Conservation Advisory Committee will terminate. 6.10 After succession. an. December. 18. ,, e..t ,... . .Ipso.: the Hoaydun County • r�. k •,•:•,,� �.� r bx• Ordinattce,,.,,created.. the..Pican. Bay 1K Dervices -Taxiri ,and' --.it '`''' .Ta.ii g.:. .nd• benefit Unit. and an.adviso . .. u�nicipal advisory committee is deei `ecl-to rovi-de input to the County.... .: ry commftt • �. Reneger-and-the-Board of Co ..... ..... . ...... .ee Commissioners relative to Pelican Bay • -;: : .ervice issues,. Upon dissolution, the role`of the Pelican `Day s f';:: Muaicipe ces..Tax :1..Sery rL...... _ . . i ,g and-Benefit 'Ui ins" remain unchanged. •::,::....- t Advisory Ci�mmfttee Will ) . • •3•r:°._-- 6.11 .: .. . . .. An chart showing..Xhe or y goation of the PBID prior to dissolution ihd' the applicable County g immediately"`after° dissolution is attacled'as Compos to Appendix A. _--- � .. r.- 7.1 Prior to succession, legal counsel was provided to PBZD b private law firms y � � 7.2 Upon succession, • , Berard of County Commissioners declared, appointed and authorized its Count . Attorne ._-.::. the counsel Navin '2'`` X r or his designee, it .., having the final ultimate authority and responsibility •J>,;„ to the day-to-day administration, direction and supervision of the i.:':.: Pelican Bay Improvement District's legal counsel whether or special, and all other legal affairs of PHI0. ` general :.: 7.3 Upon:- dissolution., legal counsel for the interim or temporary division of County p ary y government known as Pelican Bay services Division_ and/or ti_the,Pelican Say Munici ai,service$.:Taxing and Benefit Unit.,wil l.con.tinue..to..be provided through the Office of t:� the Collier County Attorney 11 IMAGE z `.k.` yam 5 •'s' - �'' _ MARCH 5, 1991 l "ap': • t 4j~ Yf ` - the consulting engineering firm of Wilson, Miller, Barton & Peek. The District Manager served as the District Planner. The District -4: Engineer reviewed .. all site development t. �s provided Currently the develapment"of basic L infrastructure in Pelican Bay is approximately 80% complete. Accordingly, there does not appear to bs. any need to modify, the design and development standards in .Peli Bay. • : . ' ..22•2 ' „22,2 ' Upon, dissolution all design development review.shall be in h conformance withap licable Collier County regulations to the extent same_ do: riot tic•' 3t the.pir+evious design, development s.<: manual, of. the..District. Whenever such conflict. occurs County ” government staff will reasonably resolve the conflict ,in order to rotect and further any unique- design and beautification standards of the..Pet C fl.Bar : •�•=`' g contract .for, consulting„•.. -. 22.3 Any continuing g services ,must be in compliance with .Consultants: Competitive Negotiation Act, Section_ 2B1E.055, Plaride Sta tes 1990). .... . .. ... ... . .. i} 22.4 The South Florida Water Management District, by agreement ?``-- has allowed the PBID to regulate its water mana t system. `r':��• gu geA1.eZL y t@D!+ This p s differs from the procedures and relationship that the County has with the South Florida Water Management District. ` ` =` ''_ However, inasmuch as the water management system for PBID is ''.•` complete it appears that the f.<-;. :_.. P PP process of water management. sevi� in the Pelican Bay area now should conform to operating standards governing interaction between Collier County and the South Florida Water Management District elsewhere in Collier County. f`.' 23. Water Menegement i r 23.1 The overall Water Management system of the District is• ;I t. completed. ./ I, rt 23•2 The Water Management..system.is internal to the confines of -' ° the Pelican Bay Improvement District and will heretofore upon "f:".' . dissolution be serviced by the Pelican Ba• ,1 unit Services Taxing and Benefit Unit. t 24. Street Ligbtina ....:4 :: :`' 24.1 On August 28, 1990 the Board of County Commissioners, acting as the commission succeeding the principal functions of the Pelican Bay Improvement District, adopted a one-time special assessment to pay off existing debt and to property allocate the financial burden of future expansions of the street lighting system to new development. After all residents pay this assessment, and existing debt is retired, any future expense . relative to the installation and maintenance of new street lights a: 0 J00 PAGE 66 ;a. • 17 (34 unread)-djtrecker-Yahoo Mail 4/28/14 5:01 AM Home Mail News Sports Finance Weather Games Groups Answers Screen Flickr Mobile I More ix Search Mail Search Web 1 © davld a' Compose ".IN ON I rid Delete to Move v k0 Spam v More v , Collapse P.X Inbox(34) SFWMD Pelican Bay ERP Modification (2) 5., Drafts(124) _ Sent Ior3lor3@aol.com Dear PBSD Board Members,The 8 files below an Spam(2163) Trash(88) Ior3Ior3@aol.com Folders To lor3lor3 @aol.com,Me,nfn16799 @naples.net,and 11 More... Notes j Correction:The deadline for other regulatory agencies to comment on the application is 30 days > Recent from March 31,2014,not April 31,2014. • Sponsor:.3 i Hide history e g ry ,z• ---Original Message---- f Goontc- `>> From:lor3lor3<lor3lor3 @aol.com> ' t Gel a G%r,omecast foe has To:djtrecker<djtrecker @yahoo.com>;nfn16799<nfn16799 @naples.net>;hunter.hansen <hunter.hansen @hilton.com>;iaizzo<iaizzo @comcast.net>;mikelevy <mikelevy @embarqmail.com>;jchicurel<jchicurel @gmail.com>;sstreckenbein , <sstreckenbein @yahoo.com>;hobodory<hobodory@comcastnet>;naplessusan <naplessusan @comcast.net>;fcdickson<fcdickson @comcast.net>;Neil<Neil @dmgfi.com> I Cc:raia.ted<raia.ted @gmail.com>;ronjr<ronjr @naegelenet.com> Force Factor Sent:Sat,Apr 26,2014 8:53 pm Subject:SFWMD Pelican Bay ERP Modification A Simple Way to Boost Dear PBSD Board Members, Testosterone A natural way to boost The 8 files below are application documents the PB Foundation submitted to the South Water free testosterone?Take Management District(SFWMD)for the Commons Reconfiguration.The deadline for other your performance to the regulatory agencies to comment on the application is 30 days from April 31,2014. next level. One of the purposes for the application is to reconfigure the existing stormwater management Learn More system.The approximately 9.4 acres Commons property,Parcel"J",contains a Pelican Bay Improvement District Drainage Easement It runs along the south,and west boundaries of the parcel.(See the last two pages of the Deed document). PBSD has responsibility for PB's entire stormwater/surface water system.The stormwater system of all common properties(properties used by all PB property owners)such as Ridgewood Park,Oakmont Park,Hammock Oak Park,is under the management of PBSD.In fact,PB PUD Ordinance 04-59,lists the Commons as a Neighborhood Park together with the other parks. The Foundation sent the modification application directly to the SFWMD.Common courtesy and good sense would dictate that the Foundation consult with PBSD before they proceed with any reconfiguration of an existing stormwater drainage system for which the PBSD has responsibility. There are 8 files.To view a file,click on the link.After it opens,dick on"Download",and then "Open".You will not be able to"Save",but you can"Print"a copy.Some files are big,and it takes a few seconds to open. Thank you for your kind attention. Sincerely, Linda Roth HIGHTAIL https://us-mg6.mail.yahoo.com/neo/launch?.rand=4va5pdklu3d5o#4626711533 Page 1 of 1 00,90,/ 4 - - 00 ! 32" 001396 S ' • W . aM•Mw •eA ,•••01.1.14 PURR,u FOR 14001t R1t r . PAGE r Legal Description of part of Parcel `J", Pelican Bay Unit One (P•B• 12, pages 47-52) Collier'County, Florida (Not sarveyed) (Ordered by Walt Carter) (continued from page 1) • - 15) North 58`-22'-44" West 23.71 feet; 16) North 39'04'-28" West 41.21 feet to a point on the - north line of said Parcel "J'; thence along the said north line Worth B9'--0O`-0D" East 682.62 feet to the Point of Beginning of the parcel herein described[`' , - ` containing 9.40 acres more or less; 5 !i- _ subject to easements and restrictions or record. �� ;.ii` c WXL5014, MILLER, 9AWCOt1. SOLD & PEW N, INC• y- I y•i;' Reg- Engineers and Land Surveyors tel a : ='- 11 i 1 Hilbur M• c ristiansen, Jr., P-6.5. 02765 t1 Not valid unless embossed with the Arofessionalis seal. W.O. 5612.2 CO U� 7• Ref: 4,-490 -(plt5:kjd !. Date: DecoPiber 13.1 198 Cii T3.- - 11 1 I i - Ir TIE CIRCA y i I `i V,�.. - (- WILSON •(KiLLEFI •i3ARTON •SOLI.Si PEEK, INC. '� - EVGNEEPS PLANNERS SURVEYCAS 'Lt 5363 Acw Gen-rniLL.' fi7no NOR7K NAPLES.Ftr1.011A 33842.139132 WA o-.-'L'Sd5 Legal Description of par of Parcel 'J", Pe lican Bay. Unit One (P.D. •a.es 47-52 Collier County, Florida (Not surveyed) cn ° (Ordered by Walt Carter) czo cu O eV All that part of Parcel "3", .Pelican Day Unit One according to the ..q , 3 plat thereof as recorded in P.B. 12, pages 47-52 (inclusive), • Public Records of Collier-County, Florida, being more particularly described as follows; Beginning at the northeast corner of said Parcel "3"; thence-along the easterly line of said Parcel "3" South 13'--04'-45" East 253.54 feat; thence continue along said east line southerly and southwaaterly 398.73 feet along the arc of a circular curve concave to the west. having a radius of 1140.00 feet through a o central angle of 20'-02"-22° and being subtended by a chord o which bears South 033'-03'-34' East 396.69 feet to a point on i . . said curve; 4'i co ' thence continue along said curve southerly and southwesterly ail al 25.28 feat along tite arc of a circular curve concave to the c,t west having a radius of 1140.06 feet, through a central angle of 01'-16'-14", and being subtended by a chord which bears f; South 07'-35'-44' West 25. : to a point on said curve and $ k t e southeast corner o ; Pei 3-• "; thence along the sou • s• • el "J" South i. 89'-0O'-00" West 61' t,"Feet to the -..t west corner of said Parcel "J"; thence along the • o • Pare- 'J' North 1'-39'-_0" West : 2 fee. .5 ,,• , 11 a of __.e Pelican , - roveme t : ,A 1 ) T t .s shown on said Un t One plot an. ( uDE . • I anus as described in O.R,- 966, pages tv �'g �- _ • Al c Records of Collier County, • i•a; thence along said .'••ttdaxy and a1.•0 .rth line of said easement North 89' 4 -00" Bast 20 ^'; t ence Y- n• a ' rtiiiiiWILI i�sWkw—" •- • ... .. • �,� c �i•'si • r e a aw ng sixteen 16 described"4', 1 ort 2 - 2 - '-A''"'"7-11 feet; 2) North 06'--21'-14" Last 52.20 feet; - 3) North 24'-03'-11" West 42.20 feet; 4) North 22'-59'58" West 50.22 feet; 5) North 29'--58'-14" West 17.82 feet; 6) North 30'-26'-10" West 50.99 feet; 7.1 North 07"--26'-04" East 20.12 feet; 8) North 17'-32'-15" West 36.01 Peet; } - 9) North 00'-18'-41" Last 18.03 feet; 10) North 13'-19'-l8" West for 54.27 feet to a point on the north line of said Section 9 and the south line of said Section 4, said point being South I • 89'-27'-58° West a distance of 1281.76 feet from the • northeast corner of the northwest one-quarter. of ! . said section Si I 11) North 13'-19'-18" West 5.03 feet; • • 12) North 17'-06'-2B" West 85.05 feet; 13) North 18'-02.'-53" West 53.01 feet; 14) North 04'--07'*45" West 22.63 feet; El (continued on page 2) EXHIDIT "W' I °.vwvpw•n.xcwi x.•.w•...a ew,o.avE.•i•caa+"Me�c••.t.•5 •waa.•..,a...at..nes.,•i.s•a.•sonen so.•tarn!c atresum.,C•.4TX K.now•c..yN a ._P.a•Km.•N A O••i"E•AN4 NWlwftas s.F,An,Lnu,CA.C,•A •:,•�"W.Al.Axe„ II' Fa-.Mm'.Faw.(etWl 3)7-4816 •-•ab.2{:i.�•7•tc...r.�.A.. ... _. ' 1 - 4 ... .. . •_ • • V mg NtfJ17 jd p2t ,_,..6 01 _vz....v.oz•v . ,ce.o______=_'000,___jj�,. µ --^--^ - -_I9 r. 8 :f o n° �0-Cfit ^^ 1 v! hi ....... n , � )„ ..e .;;A !: 14. ill 1 ir 4i • r ; �O � 1,?.*'' 0 �L t c`�i °' 8 � a s Lu a k. 1 _ J • F. 4 s..`ti� 4 . V $ d Ya °I Lt. n "o isi O k S it - h Ji b aK i .6 • n � kd ��---- ) iie v 0 % !/ s y/ �� tvv� I �. Y i f �o :-: '` P 8 xa 9a A +i ed. oz.—"� 4 . Ai �.e pO I e 0 - • . RZ . : 1.00. o Cl. . j • (4) PBID WATER MANAGEMENT RESPONSIBILITIES The developer, Westinghouse, could not begin Pelican Bay for lack of potable water, sewer service and control of surface water. The Pelican Bay Independent District was established on November 5, 1974 by a special act of the Florida Legislature to provide the utilities and to manage surface water. An application (04178 -C) to manage surface water was submitted to the SFWND on August 3, 1978 and stated that total volume of discharge after development should not exceed the same parameters before development. Best Management Practices were to be used to insure water quality enhancement of storm water runoff in the construction of detention areas since Clam Bay waters have been designated as Class II waters. On page 13 of 14there is a list of limiting conditions. Number 7 states: "No construction authorized herein shall commence until a responsible entity acceptable to the District has been established and has agreed to operate and maintain the system. The entity must be provided with sufficient ownership so that it has control over all water management facilities authorized herein. Upon receipt of written evidence of the satisfaction of this condition, the District will issue an authorization to commence construction." (The Limiting Conditions are repeated on sheet 3 of the SFWMD permit authorization (11- 00065 -S) dated August 17, 1978.) Table 1, Land Use Schedule, shows distribution of the 2104 acres of Pelican Bay. Table 2, Impervious Surface Coverage, outlines the percentage of impervious permitted for each type of development. Under System No. II, the Commons is noted as "Park" with permitted impervious of 15 %. In the February 1992 PBSD Site Development and Plan Submittal Manual, Section IV; D., Water Management:#nd Drainage Systems refers to the "Division" as the decision ma k�r. In Appendix "B ", PBSD Plan Submittal Checklist, lists all the requirements that must be submitted to the PBSD. 3. g. Requires proposed land use data including an .acreage inventory of total project, buings, paving, recreational, water mana eg_ment. and total impervious.,"' Ordinance No. 2006 -05 amending Ordinance No.-2002 -27 ".The Unit (PBSD) is formed for the purpose of providing street lighting, My anagement, beach renourishment,....and to tkaat end possess all�he powers to do all things reasonably necessary to provide such services." Why is it necessary to have only one entity responsible for all water management? Because you cannot have one entity controlling how much runoff is created and another entity responsible for providing for that runoff, especially when the approving entry is responsible for receiving the runoff no matter what the volume. Why? Because the approving authority was suppose to have built and maintained a detention system to receive the runoff. If the runoff is greater than the detention system the approving authority either constructed the system too small or an approval was authorized in error. The PBSD is an arm of the County. If the county wants to be responsible for approving permits then it must also be responsible for maintenance and receiving the runoff. At no time since the original permit was authorized on August 17, 1978 has there been written permission from the SFVVMD to dissolve the solitary entity responsibility. Even the county can't do that. However the county is free to assume all responsibility and become the sole entity. 63 unread) - djtrecker - Yahoo Mail 5/31/14 1:24 PM Home Mail News Sports Finance Weather Games Groups Answers Screen Flirkr Mobile I More Search Mail Search Web © david s' Compose Inbox (33) Drafts (128) Sent Spam (1662) Trash (66) Folders Notes > Recent Sponsored Auto Insurance Discounts 2014 - Get Even With Yeui nLltO Insurance Company! ^'J ( ® Delete Move v Spam More I = Collapse All X PBSD Responsibility Ted Rata To Me Dave, As a follow up on why the PBSD must have complete control of water management I have attached three sheets from the actual approval of the application. Please note the last paragraph of sheet 3, "The entity must be provided with sufficient ownership so that it has control over all water management facilities authorized herein. Upon written evidence of the satisfaction of this condition, the district will issue an authorization to commence construction." This is clearly a permanent condition and not one that can be changed without written approval of the SFWMD. It e PBSD does not have this responsibility who does? Please acknowledge receipt of this Ted 3 Attachments View all Download all Reply, Reply All or Forward i More https: / /us -mg6. mail. yahoo. com /neo /launch ?.rand= 5sts43ksliogj #9985143720 Page 1 of 1 w t. s R.,r JOHN A, MALOY, Of :r M , South Florida Water Management [district POST OF FICE BOX V, WEST PALM BEACH, FLORIDA., 3j4,02 TELEPHONE 305- 606438000 Irk REPLY REFER TO; August 17, 1978 r PERMIT NO:, 11- 00065 7S F` M1 SHEET :3'0- 3 _. . ILiAIT'iNG CONDITI0' ?5 PERMITTFE SHALL PROSECUTE THE. WORK AUTHORIZED IN A MANNER SO RS. TO f4It1IMTZE .ANY Lx ADVERSE rMR_ T t�F THE WORKS ON FISH; I�NILDLIFE, NATURAL ENVIr�Os:FitNTfiL VALUES,.AjD t` WATER_ QUALITY. THE PERMITTEE .SHALL INSTITUTE hi-ECES57 . N�EAS.URE U C NSTRUC T-1 -OW L- RI:OQ, INCLUDING FULL COMPACTION OF ANY FILL RATERIAL .P.LACED .AROUND NEWLY INSTALLEp 5TRU1'URES, TO REDUCE EROSION, TURBIDITY, NUT►TIENT: LOADING.AND SEDIfAENsITA- TI01N TN id.E .RECEIVIJrG wATERS.; THE PERMITTEE SHALL COMPLY 4NITH ALL APPLICABLE LOCAL SUBDIVISIOTN REGULATIONS AND G � R LOCAL REQUYREMENTS: IN ADDI 'r ION THE PERIITITEE SHALL OBTAIN ALL NECESSARY , FtL�EP9L., S1t�TE,: LOCAL A�NH SPEbAL AI:STRiCT.AUTIIORIZATI0N5 PRIOR TO THE` START OF ANY x CO) NSTRUCTION OR ALtRATI,ON :OF WORTS :AUTHORI'ZED BY THIS PERb IT a : 3. TINE OPEI:ATION PHASE OF THIS PERMIT $HALL .Nv'0T NlECi*:: EFFEGTI.VE 1 P1 IL_ A _1= LORICA REGISTERED PROFESSIONAL ENGINEER CERTIFIES THAT ALL:.FACILITTES HAVE: BEEN CONSTRUGTED ItN ACCORDA- c w'ITH THE DESIGN APPROVEb BY THE DISTRI&T. �. UPON COMPLETION' OF COrNSTRUC -, TION OF THE 'DRAINAGE SYSTEM, THE DISTRICT SHALL BE NOTIFIED` FOR AY INSPECTION ArND ` M : APPROVAL Or THE FACILITIES M 5' ALL ROADS SHALL BE SET AT OR ABOVE ELEVATIONS* BY THE APPLICABLE LOCAL GOVERill :,friEtiT FLOOD CRITERIA. 5• ALL BUILDING FLOORS SHALL BE SET AT OR ABOVE ELEVATIONS ACCEPTABLE TO THE APPLICABLE LOCAL_. - GOVERNMENT. DfSCHARGED FROM THE PROJECT SHALL BE THROUGH STRUCTURES HAVING A MECHANISM t- UITABI E FOR REGULATING UPSTREAM WATER STAGES. STAGES MAY BE SUBJECT TO OPERATING SCHEDULEa ;SATISFACTORY T4 THE DISTRICT, $, 5� Q CONSTRUCTION' AUTHORIZED HEREIN SHILL COMMEINCE UNTIL A RESPONSIBLE ENTITY ACCEPT- �i E 'TO THE DISTRICT HAS BEEN ESTABLISHED AND .HAS, AGREED TO OPERATE MD P1t�INrAI��I TN � }' 'STE EIIT�f SUS BE PROVIDED WITH;': W ®: RSHIP A5` CQN' :R .._.,:i,_.. 0. WATER MANAGEMENT PERMIT (DIOM ASSIGIIABLE) DATE ISSUEM NOS. 1. AND V*w R Iii CONSTRUCTION AND OPERATIO WATER MANAGEMENT SYSTEM N OF ES OF DETENTION. 2 SERVING.539 ACRES OF RESIDENTIAL LANDS BY A SERI AREAS, CONVEYANCE SWALE .S. DE' TENTIO N BER14S AND CONTROL ST. O& U RES DISCHARGING BY SH EET FLOW WESTERLY TO THE INNER CLANS B A Y O-u T CLM BAY AND UPPE R CLAM GAY. 42 5 sgand 0. 49S 258. iJNTYr 'RG9..: 25E Sp, 3 TWA. 4BS C-T-1 jqj2 anti .33' 0 Pel I d6 n:.. Bay impr ovement Distridt Collier County 66vrihbusew,. pri a Naplest 33940 A 0 C. & 1 1.4 PetthiLtelil ikgi*u Q417&- dAW 9' 19 hPld and too..,1OF P No pry tio- . MAY m less 0i, P t, M 11M. M 'J� Said vq llm . R by j0toreik a made a l! trih nIreo. 'U g&'! io chi '91 +OW 'N' n 0 "At Niafift a ?iki l b, g q lQ 64 *ikk iiW 6 (34 unread) - djtrecke Home Mail Compose Inbox (34) Drafts (128) Sent Spam (1805) Trash (97) Folders Notes > Recent Sponsored (5) PBID RESPONSIBILITIES TRANSFERRED TO PBSD News Sports Finance Weatner Ciarnes Cirbttps Answers ' Screen r•ncxT Mazda USA The New Sedan that Stands Dirt from the Crowd 613/14 9:23 AM Mobile I More Search Mail Search Web ©. david 0 -*> 1 [jljj Delete Move , re) Spam - 0 More The Commons Collapse Alf ; wit .the �a�kpiot in your search < .I Ted Raia nt : ;u' r,i:t fora new car.;.} To David Cook, Jim H., Me a MIT Dave, A controversy appears to be stirring regarding what role if any the PBSD plays in the approval of a SDP for the Commons. The Foundation apparently has obtained a legal opinion that the PBSD has absolutely no authority in approving the proposed changes at the Commons. The PBSD and others in the community are being advised that it will be expensive to pursue this and lose. As you know the Foundation has been mislead by legal opinions in the past and proved devastating for Pelican Bay. The PBID, not the developer, was the entity charged with the responsibility of desi��ing a water management plan or the entire Pelican project that was o e approv y t . bF /G1_ The _ en i y was to survive any criange in ownership as did occur. No enclaves were excluded, On page i o7 of the application, No. U4 (8-(;, dated August '3, 1978, Table 2 lists all the lands and their assigned percentage of impervious surface. Under system No. II you will find the Commons noted as "Park" listed as 10.02 acres and 15% impervious surface. It is included in the plan. The fact that the parcel has no retention pond that the PBSD might own or have an easement has no bearing on whether or not the parcel is part of the system. The fact that surface run -off flows directly into the low lands merely makes this area more sensitive to control the run -off. The SFWMD authorization letter of August 17, 1978, granting surface Water Management Permit No. 11- 00065 -S pursuant to Application N0. 04178 -C lists special conditions on sheet 3. Number 7 states: "No construction authorized herein shall commence until a responsible entity acceptable to the Disthct has been established and has agreed to operate and maintain the system. I he entity uistnct ww issue an autnonzanon to commence construction.- it does not exctu e tne t-ounclation or the Commons parcel. Once the original undisturbed parcel's natural run -off is disturbed by development the sole entity, the PBSD, has the responsibility to assure that the run -off after development does not exceed the run -off before development. Therefore your engineered plan must be submitted to the PBSD for approval. In this regard the Foundation stands like any other owner or user and must comply with the permit. Once the SDP is approved the PBSD becomes responsible for the run -off that is created. Ted Reply, Reply All or Forward I More https: / /us -mg6. mail. yahoo. com /neo /launch ?.rand= lod9fimgbbmmd #3082080132 Page 1 of 1 MARCIA CRAVENS <goldandrose @icloud.com>&' 1977 Pelican Bay Phase 1 Water Management engineering report to PBID ,r ; diagram/text - relevant to proposed Commons plans by Foundation January 8, 2014 1:03 PM Dear PBSD - PB MSTBU Board Members, I recently sent the original 1976 Pelican Bay Surface Water Management Plan and the 1978 Surface Water Management Permit issued to PBID by the South Florida Water Management District. Today, I'm sending you the full 1977 phase 1 engineering report which reflects adoption of recommendations by the Southwest Florida Regional Planning Council (SWFRPC) in their Sept. 1976 report to the State Department of Community Affairs. Please note that in their report, the SWFRPC staff report included recommendations that were made by the Central & Southern Flood Control District. For your convenience I've also separately included several pages excerpted from the 1977 Pelican Bay Phase 1 engineering report for the Water Management Plan. I obtained the SWFRPC staff report directly from their staff and it also was made available to me by the former PBSD Administrator John Petty. I can provide that report to you on request. Marcia 1977 phase...pdf SECTION 5 WATER MANAGEMENT PLAN INTRODUCTION The proposed Water Management Plan consists of a system of shallow inter- connected detention areas. Urban runoff from developed sites will be soil filtered, stored and then released by control structures to the existing wet- lands. In this manner, the wetland communities will be afforded replenishment of water supplies while upland areas are adequately drained. Planned facilities include shallow detention basins, conveyance channels, 4 control structures and access/maintenance roads. The developer will dedicate required lands and/or grant easements to the Pelican Bay Improvement District as needed to construct the facilities with the following provisions: ° Developer will retain first right to ownership of all ex- cess fill excavated from water management areas not used for water management improvements. ° Developer may landscape proposed detention basins at his expense, with prior review and approval of the Board of Supervisors. EXISTING FACILITIES There are no existing drainage facilities within the District's boun- daries_ All lands within the District boundaries are in the original state except for two Department of Transportation (DOT) ditches draining US 41 and portions of the lands west of US 41. Several small borrow pits have been ex- cavated by previous owners which will be integrated with the proposed Water Management Plan. PROVISIONS FOR OFF-SITE DRAINAGE Culvert crossings across US 41 presently route offsite drainage from lakes west of US 41. Provisions have been made to afford continuity of these 5-1 d Y 11 \-.* :6'!°.0., � �A6 r .•t ``tl a V J ± p Y ,• i £ `y `+ 04 e l t•, Y ;4 P0' 1 i ,.' s.t ' i Li `:ip \111 Ai S; a -'1 r- - Cutts PASS i 1 �i AjJ LEGEN6 14\ .'rti jg:ter ACCESS ROAD - + • CONVEYANCE e r ..9 . a 7 ,,• w i EUFURE ° eu ��, ;,'� N 1 ,a CONSFRUCFION{`•'. e.r `Y ` S ; DRASNAGE :1 ''t,v, • q ' r.rm BOUNDARY "!a' a•GATE•RNI WATER MANAGEMENT PLAN FIB :5 PELICAN BAY • Interconnection of detention areas will be accomplished by the construc- tion of shallow, conveyance channels (floodways) to route runoff downstream. Both detention basins and floodways will be constructed with side slopes that decrease one foot for every seven feet of horizontal distance and will follow +i... r.-,•F..r.-..l ...,,I;„..f Th4, ISnti4-LL...,1U .-1.....4n.nn r.-.+tn.nn t..411 S.nir. .n.i..-aeni-ar. ..vex /' . Z LIIC IiQLuIa I C I I C I . IMO IIQLUIGI t t H Q 1 1 1 Q J C }J L.LC111 W 1 1 1 'm y CALQ vation costs. Stored waters will be controlled at all downstream discharge points to restrict the rate and volume of runoff released. Ultimate dispersion of run- off into the wetland area will be accomplished by spreader swales which gene- rally follow the 3-foot contour line. District improved lands (i.e. , detention basins, floodways, and spreader swales) will be grassed with salt-tolerant grasses to minimize erosion and re- duce nutrients from surface runoff. The proposed facilities in this Phase I will not alter the previously assessed benefits. (31 unread)-djtrecker-Yahoo Mail 5/27/14 12:17 PM Home Mail News Spoils Finanna Waatha, Annul.?r" Screen Flick, Mobile I More • (6)IMPERVIOUS LIMITATIONS !all Search Web david • e Compose 4 <4 '4- Q Delete F Move Y Spam v "" More v I a Collapse/X S Sponsored Inbox(31) allowable impervious development Drafts(128) Sent Ted Fiala Spam(1990) To Me Trash(120) New Prostate Folders Dave, Supplement Takes CVS by Storm Notes Thanks for the cappuccino. Attached is the SFWMD Permit of 1978. Open to page 17,Table 2. Peak Life > Recent You will see how all groups of property were designated their allowable%impervious. Obviously without this control how could you design a plan to contain runoff? By the way under System II you will see°Park°10.02 acres 15%impervious allowed. that is the Commons. Sponsored Ted ?-" < Pelican Bay origin....pdf View Download v Brand New Muscle Builder Takes GNC by Peak Ufe Storm Reply,Reply All or Forward I More Nev Prostate Supplement fakes Force Factor CMS by Storm Credit Cards with No Interest for 18 Months?Yep. '-`� NextAdvisor • > https://us-mg6.mail.yahoo.com/neo/launch?.rand=17a5g9vh9lapf#7768325126 Page 1 of 1 . 4 ! -:.-.1.- t+)i.t!t ,r .�, ..._.....v,+n.,....�,�..r.-,ter ‘'.i.. . A<. TABLE 2 { ue' IMPERVIOUS SURFACE COVERAGE k,...1. ,..„Y . Average 2 Impervious=`:: f' Laud Use Acreage Impervious Surface Acreage ', : ..j:: System $0. I �.`,;; Cluster Single Family (Grp. 2) 56.46 542 30.49 Multi-Story Residential (Grp. 4) 46.83 46% 21.54 %s7 Commercial 59.41 752 44.56 ••• System No. II Single Family (Grp. 1) 133.30 402 53.32 Cluster Single Family (Grp. 2) 19.86 542 10.72 Garden Apt. iMulti-Store 492 10,27 U 01 : . Residential (Grp. 3 i 4) 20.95 10.27 Multi-Story Residential (Grp. 4) 54.94 462 14.25 IItiliq 19.0 75% <.. Park 10.02 152 1.50 :="::; System *0. III ••:°i'' '-:.' : i Single Family (Grp. 1) 11.20 402 4.48 Cluster Single Family (Grp. 2) 42.66 54% 23.04 Garden Apt. & Multi-Story 49% 25.61 g!.$l Residential (Grp. 3 6 4) 52.27 f . °.•• ° •:,•,..i: Multi-Story Residential (Grp. 4) 45.84 462 21.09 '' :::: . Commercial 21.08 • 82% 17.29 • System Jo. IV 402 47.90 Single Family (Grp. 1) 119.76 402 47.90 ;, Cluster Single Family (Grp. 2) 104.75 ILLS 39 `"' : ' Garden Apt. & Multi-Story :.: 4-:;;;} Residential (Grp. 3 i 4) 61.84 492 30.30 •:;:,-If'`•: ci0 Multi-Story Residential (Crp. 4) 32.86 462 15.12 System No. V Cluster Single Family (Grp. 2) 96.01 542 51.85 • Garden Apt. i Multi-Story Residential (Grp. 3 i 4) 58.44 49% 28.64 Multi-Story Residential (Grp. 4) 9.13 502 4.57 Commercial 46.00 86% 39.56 School 45.00 302 13.50. • • . Inbox(32) special PBSD Meeting Drafts(128) t Ted Raia .irn(1579) To Me,Johan Domenie,John laizzo,and 7 More... 2014-Get Even With Trash(70) Your Auto Insurance Foicle;s Attached and copied below is my statement for the special PBSD meeting to be Companyl Notes held June 11 at 3:30pm. Please read this carefully and if you have any questions Auto Insurance Discounts Recent or do not understand its contents please get back to me. As a former member of the PBSD I plan to attend the meeting but due to time constraints there may be Sponsored difficulty in covering this information. Thank you for your interest in this important Ar-4tM matter. ,.4 a` Ted A > i y3 2014-Get Even With 1S - s The developer,Westinghouse, could not begin Pelican Bay for lack of potable Your Auto Insurance Auto Insurance Discounts water, sewer service and control of surface water. The Pelican Bay Independent Co Company! Discounts 2014-Get Even Witt YourAutn District was established on November 5, 1974 by a special act of the Florida Insui.nnco Company! Legislature to provide the utilities and to manage surface water. An application (04178-C)to manage surface water was submitted to the SFWMD on August 3, 1978 and stated that total volume of discharge after development should not exceed the same parameters before development. Best Management Practices were to be used to insure water quality enhancement of storm water runoff in the Affordable Health construction of detention areas since Clam Bay waters have been designated as Plans Class II waters. On page 13of 14there is a list of limiting conditions. Number 7 IndividualHealthQuotes states: "No construction authorized herein shall commence until a responsible entity acceptable to the District has been established and has agreed to operate and maintain the system.The entity must be provided with sufficient ownership so that it has control over all water management facilities authorized herein. Upon receipt of written evidence of the satisfaction of this condition, the District will issue an authorization to commence construction." (The Limiting Conditions are repeated on sheet 3 of the SFWMD permit authorization(11-00065-S)dated August 17, 1978.) Table 1, Land Use Schedule, shows distribution of the 2104 acres of Pelican Bay. Table 2, Impervious Surface Coverage,outlines the percentage of impervious permitted for each type of development. Under System No. II,the Commons is noted as "Park"with permitted impervious of 15%. In the February 1992 PBSD Site Development and Plan Submittal Manual, Section IV, D.,Water Management and Drainage Systems refers to the"Division" as the decision maker. In Appendix "B", PBSD Plan Submittal Checklist,lists all the requirements that must be submitted to the PBSD.3. g. Requires proposed land use data including an acreage inventory of total project, buildings,paving, recreational, water management, and total impervious. -Affordable Health Ordinance No. 2006-05 amending Ordinance.No. 2002-27 "The Plans Unitr(PBSD) is formed for the purpose of providing street lighting l IndividualHealthQuotes water management, beach renourishment,....and to that end possess all the powers to do all things reasonably necessary to > provide such services." Why is it necessary to have only one entity responsible for all water management? Because you cannot have one entity controlling how much runoff is created and another entity responsible for providing for that runoff, especially when the approving entity is responsible for receiving the runoff no matter what the volume. Why? Because the approving authority was suppose to have built and maintained a detention system to receive the runoff. If the runoff is greater than the detention system the approving authority either constructed the system too small or an approval was authorized in error. The PBSD is an arm of the County. If the county wants to be responsible for approving permits then it must also be responsible for maintenance and receiving the runoff. At no time since the original permit was authorized on August 17, 1978 has there been written permission from the SFWMD to dissolve the solitary entity responsibility. Even the county can't do that. However the county is free to assume all responsibility and become the sole entity. (33 unread)-djtrecker-Yahoo Mail 6/2/14 7:19 PM Home Mail News Sports Finance Weather Games Groups Answers Screen Flickr Mobile I More (7) COMMONS LOCATION WITHIN STIPULATED DRAINAGE BASIN? davld Compose <4w I QT1 Delete °f! Move V Spam v ,*s More v Collapse S Sponsored Inbox(33) Surface Water Basins (2) Drafts(128) David Cook .. Sen. To Me,Neil Dorrill, James Hoppensteadt Spann(1770) crash(91) Dave and Neil-I am forwarding a copy of a map that was provided to me some time ago. This List Of This Year's Folders represents,so I am told,the surface water basins that have been delineated for Pelican Bay. Best Money Saving Credit Cards Notes I am a layman on this subject,but it seems to me that this map shows that The Commons area is CreditCards.com > Recent specifically excluded from any of the basins& I do not know why this would'be true,out it seems to be true,unless Turret]Hall is incorrect. Sponsored As you both know,I am concerned that some people may be misunderstanding the facts surrounding the potential reconfiguration of The Commons site and are working to create friction between the PBSD and the PBF. It's up to the four of us to see that does not happen. } , .. ' Would you have some time to get together to talk about this? > $5645 Grant to Return 'A My own schedule is complicated by some family business,and so I am going to suggest that we to School if You meet the morning of June 16th. Would 10 am In Jim's office work for everyone? Qualify LOYAL3 There are no hidden fees M1h ClassesUSA LOYAI.3. Surface Water Ba... .pdf View Download v Reply,Reply All or Forward I More Burial Life Insurance for Less Than Coffee Me FastQuote To David Cook,Neil Dorrill,James Hoppensteadt Dave and all- New information keeps coming in on PBSD's water-management responsibilities. I am proposing a special Landscape&Water Management committee meeting to lay out all water management information--some of it conflicting--on the Commons project. I am also proposing involvement of a third party to sort it out.We will discuss my proposal at the PBSD board meeting on Wednesday. Until we resolve the matter internally,I think it would be premature for the four of us to meet. Thanks for your interest and help to date. Dave > Show message history Reply,Reply All or Forward I More https://us-mg6.mail.yahoo.com/neo/launch?.rand=cgk1512bnur05#8354219266 Page 1 of 1 t wr-tr'',;,,Le,i(- r/I- Arif ''• ''' *y,�ilia-Y�1�•��,3yq�- n .yk1�5� i4. •K ` - ^'F x,� " T 4 .due } rbF t 4 `t''C y t ',x,4 _1 ' ti i :-r- �' P`{. -.13 -- .:J •ri 5i Sz T., s • . ' (f'� X MVP H, « : ■�_ C Y - - \ ' 1 F L •, -i r +� � �CyOYO�NV Itq} / S` °}. .�'fn.' ti 1y� ,�w�/`��p g{A Jt Oya6Mi. "y,�a ..Vim$rp..0'. �J 1 o%' �r 4-1 S;r♦ iJ, R -lS;� 'fi kt .s , .,a+ r' a- �! l t� R✓•.��i .�l' yi;'� tilt.4-.,.y,t,y t>;�A * 1 5i �b"�ff :.. e,14, ii F.�� r 4F.` ;c'�.'} ,.'Til ;v '.�. pl.�'. ti , �" rq•k .f+��Y "‘L;10:1+'-:..4,--:"9 • .• rr1- _ s.4 Zi... •�° s r Y411 'aN,vG• i."o' �.�te .6;a: Y t¢ ' i` 4-,..ia �'yi�4 _` . _-±sJ" mac. 1 ' si-•'''- -' .,"Z`v� ,k�,4 ,A..y}L �1, Y,irs:•f_; 0 Fil-P k-"�@Q.M i ..tom+' t �Tr�`A.Y4var.+ua6'rw a a-,y 5 e'er' A 3 q.cl..}r��p[+'�Cf•€s k t'..pa.-1 ' ,@ g 54` �xj .�.�/.f •_ hixt-.'Y A Jt� S S '-.shl+.i48�h 2�'4-4,,..,.-',i' 1 `,s - '�Td i" 1 it r!� r. pd 1'Ci'1F„.4.0..e...%---7.,••_,...-4...;� .., .4 !. 7. ; 44�fc:r.tiv Py�4.1- C+!a\ - -.f7•..1 ,• esx_.,1,-,'� tos...VI—y, m.-•ALL-�Y^'_' r - i ,� i-`— v m g L*1d'r t y .•?it oi,d�{P.`�p41A--4 1! ',VA 4 A Y J'� 1 M1{a 'm` qQgl�$kF idA o�F `�.,., y (►> $ 1.�, l ,�-�+rt.istewF'4 c s�.jV,c.e s-.s. • " r i, }.... r�ai � z �€.i- l t.v , �, �n.L._•....; f.1 rla /n�f4'$ A Psf 1 c�Y.1� MIN �F _ H F 11 � Yi_-�.`^ .i b„f +2; A LY^ M �2y x 2'� J � a 1- t T•AIW W TI6.N' .,_ 1AA61al ...7- mr:.Q _ 7 . �:Yt"-'. 1,. it / .'_ rJ kga - ;,I .G•p'54. t i A: i .- x 1.24,;11 .! -. . new `. _ �- f• ,1': is r p ' I ._.Y.�3 - .h _:�� . Ts,v.��.' !.�f�r'�.-�-: .. •�'tclnCr:,ws r- i�...il • c4 � C — On p n>. rt . CD a cn >- _ Y Cr = zr r • )' CD 'I • ti- °`' . If different from the permittee, provide a draft document enumerating the enforceablE.._..___.. affirmative obligations on the entity to properly operate and maintain the system for its expected life, and documentation of the entity's financial responsibility for long- term maintenance. NIA if the proposed operation and maintenance entity is not a property owners association, provide proof of the existence of an entity, or the future acceptance of the system by an entity which will operate and maintain the system. N/A d.0 Provide drafts of all proposed conservation easements, stormwater management system easements, draft property owner's association documents, and plats for the property containing the proposed system. N/A d.0 Provide legal reservations for access to the treatment system for maintenance and operation by future maintenance entities for subdivided projects. e. ❑ Provide indication of how water and wastewater service will be supplied. NIA f.fl Provide a copy of the boundary survey and/or legal description and acreage of the total land area of contiguous property owned/controlled the applicant.N/A PART 5: WATER USE-SEE SECTION NARRATIVE ATTACHED a.❑ Describe how irrigation will be provided to the project. Will the surface water system be used for water supply, including landscape irrigation,or recreation? Previously submitted with earlier applications. b. 0 If a Consumptive Use or Water Use permit has been issued for the project, state the permit number: Previously submitted with earlier applications. c.❑ If a Consumptive Use or Water Use permit has not been issued for the project, indicate if such a permit will be required.[]yes 0 no 0 don't know If yes, please indicate when the application for a permit will be submitted: Previously submitted with earlier applications. d.[) Indicate how any existing wells located within the project site will be utilized or abandoned_Previously submitted with earlier applications. PART 6: SPECIAL BASIN INFORMATION Is your project within a special basin as described in the applicable Applicant's Handbook,Vol. II? 0 yes ®no ❑don't know If yes,please demonstrate that the project will meet the applicable special basin criteria. k714-6t,c21‘ Form 62.330.060(1)-Joint Application for Individual and Conceptual Environmental Resource Permit!Authorization to Use State-Owned Submerged lands/Federal Dredge and Fill Permit Section E,Page 6 of 7 Incorporated by reference in subsection 62-330.060(1),F.A.C.(Effective Date) 14:4201212012024WP\SFWM060 330 060 section E 140326.dopc Y / / SECTION E—NARRATIVE March 27.2014 PART 1:STORMWATER MANAGEMENT SYSTEM SUMMARY 2. Water Quality Analysis: Per the 8116113 Pre-Application Meeting, SFWMD staff directive to applicant was to maintain water quality.(1-Inch) detention. The enclosed water management calculations summarize the detention volumes made up of existing detention areas to remain, minor detention in parking lot swates, and proposed additional detention north of the proposed tram station. Additional piping provides inter-connection between all detention areas. A water control structure in the new westerly detention area provides water level and discharge control which did not previously exist. The system has an alternate connection to .J the south into an existing stormwater management lake. PART 3:CONSTRUCTION SCHEDULE AND TECHNIQUES Construction is planned for the summer of 2015 and should last approximately 120 days. cesss and staging will be from upland via Pelican Bay Boulevard as will transporting equipment materials. All excess and unused material will be hauled from the site and disposed at the Collier County Landfill or other appropriate site. PART 4:OPERATION AND MAINTENANCE AND LEGAL DOCUMENTATION The Pelican Bay Foundation as owner, will continue to operate and maintain the water management system(Pelican Bay Services Division has responsibility for the master Pelican Bay System). Maintenance includes mowing and general landscaping care; removal of debris In pipes and In detention areas;and repairs of pipes and structures as needed. Other documents requested including applicable easements, plats, association covenants and Lsurveys were previously submitted with prior applications. PART 5: SPECIAL BASIN INFORMATION Irrigation water is supplied in the form of reuse water supplied by Collier County Public Utilities through Pelican Bay Services Division. Form 62-330.060(1)-Joint Application for individual and Conceptual Environmental Resource Permit!Authorization to Use State-Owned Submerged Lands!Federal Dredge and Fill Permit Section E,Page 7 of 7 Incorporated by y:12012t20t2024WVP1nSFWMDleb2 subsection on1E 1 0326.docxhve Date) (8) FOUNDATION CQV NANTS IResnickLisa 11'From: Susan O'Brien [Naplessusan @comcast.net] Sent: Wednesday, March 05, 2014 8:18 AM To: ResnickLisa Cc: Neil Dorrill Subject: PB governing documents Hi Lisa, Last week you sent two pages of PB's Declaration and General Protective Covenants from PB's website to Neil. I think it is pages 14-15 that contain 3.21 Water Management Areas. Would you please make copies of these pages for Board members for today's meeting. Thanks very much. Susan O'Brien OR: 4442 PG: 3393 (f) No more than three vehicles of the following type: automobiles, trucks (% ton or less), vans, mini-vans and SUV's shall be permitted to be parked outside overnight. Those vehicles parked outside overnight must be parked on the driveway and not on the lawn or street. This section shall apply to single family neighborhoods only. (g) Paragraphs (a) through (g) shall not be deemed to prohibit any temporary facility permitted pursuant to section 3.10. (h) Foundation may, in its sole and absolute discretion, grant temporary written authorization for the parking of any vehicle which would otherwise be prohibited. The granting of any such temporary authority shall not constitute a waiver of its right to subsequently enforce any provision contained herein. 3.19 Pets and Animals. (a) Commonly accepted household pets such as dogs, cats and pet birds may be kept in reasonable numbers. All animals sha ontauled on the Owner's Plot and shall not be permitted to roam free. Pets must •a:,r• '. a �6ilde the owner's arm or leashed at all times if not on the Owner's Plot. . ity to keep �� a privilege, not a right, and the Foundation may revoke the p ege, and order and ore the removal of any pet which becomes a source of unre on.blehannoyanceszr isanc: to ther residents, or whose owner repeatedly refuses or fail to :bide by•- i -ction .19. 1 ers must pick up and properly dispose of all pet waste left ou .1• . : 0 .1 - i' ■ . (b) Commercial ac3 --0..fly• ,.. w.- h-Lt •• 9 lowed except that reasonable commercial activities ma ' - permitted on a P • ass ne: ' :siness Units upon the written approval of the Foundation. - Foundation may i •li. i . on the number and kind of pets PP y -:� �` that may be permitted to be k oO any Plot. (c)No hogs, pigs, swine, goa L f. ens t'ge�n , fowl, reptiles or any other type of pet acce ted househo � be kept or permitted to be kept. that is not a commonly p P 3.20 Maintenance of Premises. No weeds, underbrush, or other unsightly growth shall be permitted to grow or remain upon any Plot and no refuse or unsightly objects shall be allowed to be placed or suffered to remain upon any Plot. All lawns, landscaping and sprinkler systems and any property, structure, improvement and appurtenance shall be kept in good, safe, clean, neat and attractive conditions and all structures shall be maintained in a finished, painted and attractive condition. Mailboxes shall be installed and maintained by Owner in accordance with regulations established by the Foundation. 3.21 Water Management Areas. (a) No structure of any kind shall be constructed or erected, nor shall Owner in any way change, alter, impede, revise or otherwise interfere with the flow and the volume of water, in any portion of any water management area reserved for drainage ways, sluiceways or for the accumulation of runoff waters, as reflected in any plat or instrument of record, without the specific written permission of the Foundation and P.B.S.D. Developer of the Exempt Properties Page 13 OR: 4442 PG: 3394 E shall not be required to obtain the approvals of the Foundation required by this section 3.21(a) until such time as a Certificate of Occupancy is issued for each individual building (and not ' collectively). i (b) Owner shall in no way deny or prevent ingress and egress to such water management areas for maintenance or landscape purposes by the Foundation or P.B.S.D. or any appropriate governmental agency that may reasonably require any right of ingress and egress, and easements therefore are hereby specifically reserved and created. (c) No Plot shall be increased in size by filling in any water or retention and drainage areas that have been or may be created by easement without the prior written consent of the Foundation and P.B.S.D. 3.22 Nuisances. Nothing may or shall be done which may be or may become an annoyance or nuisance to any Person or to a Neighborhood. No obnoxious, unpleasant or offensive activity shall be carried on, nor may anything be done, which can be reasonably construed to constitute a nuisance,publi vate_in nature. 3.23 The Declarant's .a+fif—FoundatiOW.Nkulpation. The Declarant and/or the Foundation, as the case may 'be ray grant, withhold or 'eny its permission or approval in any instance where its permission o ap roval\is_p ' ed or'requ ed without any liability of any nature or kind to Owner of/an otl`ierr Pe s• .or any reason wh tsoever, and any permission or approval granted shall be Bind g 1 •t, - '1 3.24. Owner and • be�Po . . .. c- :.- `L" (a) The protective =nants, conditio ,<:''s - ie and other provisions of this Declaration shall apply not , y • Owners, Member / ersons to whom a Member has delegated his right of use in an d _ - oundation n Area, but also to any other Person occupying an Owner's Plot under ee�c� tl (i r or by permission or invitation of the Owner or his tenants,expressed or implied Teens es, invitees or guests. (b) Failure of an Owner to notify any Person of the existence of the covenants, conditions,restrictions, and other provisions of this Declaration shall not in any way act to Iimit or divest the right of the Foundation of enforcement of these provisions and, in addition, the Owner shall be responsible for any and all violations of these provisions by his tenants, delegatees, licensees, invitees or guests and by guests, licensees, invitees of his tenants at any time. 3.25 Subdivision and Regulation of Land. (a) No Plot shall be divided or subdivided without the express written consent of the Foundation, who may impose certain requirements on Owner to comply with the provisions of the PUD. Declarant has previously assigned the number of Dwelling Units for each Plot,and the number of Dwelling Units assigned to each Plot shall not be increased by any Owner and shall not be exceeded without the prior express written approval of the Foundation, which approvals may be denied at the sole discretion of the Foundation. Notwithstanding the foregoing, it is Page 14 TECHNICAL MEMORANDUM CH2IVIHILL® Pelican Bay Stormwater Lakes Water Quality Monitoring Program: May 2014 Data Review PREPARED FOR: Pelican Bay Services Division PREPARED BY: CH2M HILL DATE: June 18, 2014 PROJECT NUMBER: 481878.03.31.04 Introduction Pelican Bay, a 2,300-acre community in Naples, Florida, is adjacent to a 570-acre mangrove preserve area known as Clam Bay.A stormwater management system that consists of 63 stormwater lakes and associated conveyance connections is an integral part of the development, and is designed to attenuate increased runoff generated by the development.The Pelican Bay Stormwater Lakes are distributed among six drainage basins which ultimately deliver stormwater runoff to the west to Clam Bay(Figure 1).The Pelican Bay Services Division (PBSD) is conducting quarterly surface water quality monitoring of 45 of the 63 stormwater lakes.This technical memorandum summarizes the stormwater lake water quality data collected for PBSD by CH2M HILL during the May 2014 monitoring event,and compares these data to historical water quality data gathered since November 2011. Appendix A presents the water quality results for all of the parameters analyzed in May 2014.Appendix B provides the May 2014 laboratory reports.Appendix C contains the field measurements for this sampling event. Summary of May 2014 Water Quality Data On May 13 and 14,2014,CH2M HILL conducted sampling of the 45 monitoring stations shown in Figure 1. Surface water grab samples were collected and submitted to Spectrum Analytical, Inc. laboratory for analysis of the following parameters: • Nitrate-Nitrite • Ammonia • Total Kjeldahl Nitrogen (TKN) • Ortho Phosphate • Total Phosphorus(TP) • Total Suspended Solids(TSS) • Hardness • Arsenic • Copper • Zinc After collection of the surface water quality grab samples,field measures for the following parameters were recorded along with general observations regarding conditions during the sampling efforts: • Temperature • Conductivity • Dissolved Oxygen (DO) • pH PBSD_TASK 2A-TECHMEMO_MAY2014.DOC 1 FIGURE 1 Locations of Pelican Bay Stormwater Lake Basins and Monitoring Stations in Relation to Clam Bay Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review h.<. I r•..s •L,";3N1'"It.'rr..��. (r..aLy`tik• '•_.1 _♦ 1�+f►,�"s1+.`sris3=i. 4,...:„/ia'Yk�ir+y1.._ r •s , 'ti w `etas ..fit �/'4444' tip, I + .;��_ ` ,• N'. BASIN 6 "mss',+, .e... 4-•7; �, Z, w 1, _ ..,+ ;m I ;ago SA 444+7'.. r -i� F� . y: wir 114 ''\\ ` g z y. O , .i 1 ti Oci M_ .1, . • .. ,'...d mF:..-v •¢r`., ■• '� (,!� BASIN 5 Ito .�, 'a ,9►*' `r .`f ,. , J . ` \:S �' ,• 40..,',-.4:-. ..- .1.r s 4.....;;At. �...) .!' H Hal t UPPER ! `' �" .. „, -..6�► `; CLAM �.ta x ;t,� ,fir" " M 4. • BAY .,f,,�i ,••r '+ �� BASIN 4 f .t R . rli010-4t: ,r ..: '' 'r, I ,, GULF OF • , 'tip tip' 3 < ^�. I.• , - MEXICO r t rtkf.,E * 1 . -;i� x.4 ,'INNER 1, « : 'i=.:i • ." -z %-:CL BASIN 3 ' �` t Y (4. .,,... 4 . ,. ;I.,'0-4...,. .., ' 7'.: -t". 1'-',!.e. _:-/ . Wi o r ^'+ •t�y 'ir .- +�iSi ° apt.1■,. � i•.+,i'•r�'' -t i ;1•; ji,,...''.1 .i, #M1�.y r }� ! i 10 t 1 tits.. ,;'A. •0 :" ,• ' t is, T « . ,:tr. i.,4I - .��L.r '$ 1 N. BASIN 2 ,, -, ..�; s` CLAM 14' '1c� +� •_ ■ , ,; : ' ,01. a PASS I- �j .. - �, •. .• a ,-,9...�' - .i,, 4.,/: i�. A•• ;• Ij I 1. •, BASIN 1 •-\ i,,.�, -s'► • I . 't _ , ' ( 'f"r, ,' • r I f j ti . +fit ,. _ -..a -' - 'ice ' r `` '' 'a : 1.1 , `RQ ' rid! t..I r ,t .' .a'T` • •`_ Old '' ., — {' A. , k 7. , ... �a ., (Modified from Turret!,Hall and Associates Exhibit) 2 PBSD TASK 2A-TECHMEMO MAY2014.DOC PELICAN BAY STORMWATER LAKES WATER QUALITY MONITORING PROGRAM:MAY 2014 DATA REVIEW Because water quality concerns regarding the potential influence of stormwater discharges from these lakes to Clam Bay revolve mostly around nitrogen, phosphorus, and copper, evaluations presented herein were focused on these parameters. Nitrogen Concentrations Nitrogen monitoring in the Pelican Bay stormwater lakes consists of analyses of several forms of nitrogen including nitrate-nitrite, ammonia,and TKN. Because TKN represents the sum of ammonia plus organic nitrogen (ON),the concentration of ON can be calculated by subtracting the concentration of ammonia from TKN.Total nitrogen (TN) is defined as the sum of nitrate-nitrite,ammonia, and ON. Mean concentrations for each drainage basin was calculated for each nitrogen species, based on the May 2014 data collected. Figure 2 presents the average TN concentration for each basin and the relative contributions of each form of nitrogen to the basin mean. Average TN in May 2014 in all basins ranged from 0.94 to 2.59 mg/L. Basin 4 had the highest TN average (2.59 mg/L),while Basin 5 had the lowest average (0.94 mg/L). Figure 2 shows that on average, approximately 90 percent of the total nitrogen is in the form of ON.The remainder of the nitrogen is on average 6 percent nitrate-nitrogen and 4 percent ammonia. In aquatic systems,such as the stormwater lakes at Pelican Bay, ON typically comprises a significant fraction of the mass of wetland plants,algae,and soils.This mass contribute's to the background concentration of TN,which is typically in the form of ON and is due to decay processes in the system as well as algae uptake of inorganic nitrogen from the water column.Typical background concentrations in stormwater systems range from 0.6 mg/L to 1 mg/L depending on the nitrogen loading. During the May 2014 sampling event,TN levels in nearly all of the stormwater lakes monitored were above this typical range which suggests that nitrogen loading to these lakes is likely higher than for typical stormwater ponds. FIGURE 2 Average Total Nitrogen Concentrations by Basin in May 2014 Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 3 2.5 C 0 2 co C C) C 1.5 o U l C I C) 1 0 Z `. 0.5 i -- � 0 I Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 ON Ammonia n Nitrate-Nitrite To assess the variability of the nitrogen values at the different sampling locations within each basin, box and whisker plots(a.k.a. box plots)were developed for TN. Box plots are a graphical method for summarization of data variability. For a data set representing all of the TN values for a given basin,the median value is PBSD_TASK 2A-TECHMEMO MAY2014.DOC 3 identified along with various measures of how variable the data within the basin are (maximum and minimum values as well as the 75th and 25th percentile values). If extreme outlier values are present,they generally are excluded from these evaluations of variability, but are shown graphically as indicated in Figure 3. Generally,the key comparison when comparing data sets using box plots is of the median values. Data sets(in this case, basins)where the variability bars from the 25th to the 75th percentile values overlap are typically not considered significantly different from each other. Figure 4 compares the six Pelican Bay Stormwater Lakes basins based on the May 2014 TN data. Basin 3 had the greatest level of variability, but Basin 4 had the highest measured sample at 4.04 mg/L TN,which was considered an outlier. Basin 6 showed the least amount of variability; however it only contains two sample points. Basins 1,2,4, and 5 showed similar amounts of variability among their individual lakes. Basin 4 had the highest median value for TN this quarter,and based on the relative variability reflected in the box plots, it was generally higher in TN concentrations compared to the other Basins. In terms of relative contribution of TN loadings to Clam Bay from the Pelican Bay Stormwater Lakes system,all basins appeared to have comparably high potential contributions based on the nitrogen concentration data. Flow records are needed to address actual pollutant loading comparisons. FIGURE 3 Explanation of the Features of a Box and Whisker Plot Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review X ..—Outlier �--MAXIMUM a)0 , Q3(75th Percentile) -4-MEDIAN iv E m a O f—Q1 (25th Percentile) -4--MINIMUM Sampling Location PBSD TASK 2A-TECHMEMO MAY2014.DOC 4 PELICAN BAY STORMWATER LAKES WATER QUALITY MONITORING PROGRAM:MAY 2014 DATA REVIEW FIGURE 4 Variability of TN Results per Basin for May 2014 Results Pelican Bay Stormwater Lakes Water Quality Monitoring Program:May 2014 Data Review 5.0 - x Max Outlier x Min Outlier 4.5 - 4.0 - J 3.5 - E 3.0 - c 0 2.5 - z 2.0 - Co I T I-- 1.5 - 1 I T 1.0 - 1 1 0.5 - 1 0.0 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Phosphorus Concentrations Phosphorus monitoring in the Pelican Bay Stormwater Lakes consists of analysis of two forms of phosphorus,orthophosphate and total phosphorus(TP). Orthophosphate represents the inorganic form of phosphorus.Organic phosphorus is calculated as the difference between the TP and orthophosphate concentrations. Mean concentrations for each drainage basin was calculated for each phosphorus species, based on the May 2014 data collected. Figure 5 compares the average TP concentration for each basin and the relative contributions of each form of phosphorus to the basin mean. Average TP in May 2014 in each basin ranged from approximately 0.05 to 0.48 mg/L. Basin 6 had the highest TP average(approximately 0.48 mg/L), however it is important to note that Basin 6 is comprised of only two samples. Basins 1, 2, and 4 had the lowest average(approximately 0.06 mg/L).The stations in Basin 6,which are located among mangroves, contained the highest average concentration of organic phosphorus,with 0.14 mg/L, and the highest average concentration of orthophosphate at 0.33 mg/L. Basin 3 contained the next highest average concentration of orthophosphate at 0.16 mg/L. The remaining basins contained a range of 0.002 to 0.09 mg/L orthophosphate.Orthophosphate comprised more than 50%of the phosphorus in Basins 3 and 6, less than 50%in Basin 5, and less than 25%in Basins 2 and 4.The lakes that have higher ratios of orthophosphate to organic phosphate can be considered to potentially reflect a more direct influence from landscape fertilizer application practices. Higher concentrations of orthophosphate are more conducive to producing algal blooms. To assess the variability of the phosphorus values at the different sampling locations within each basin, box plots were developed for TP. Figure 6 compares the six Pelican Bay Stormwater Lakes basins based on the May 2014 TP data. Basin 6 had the greatest range of variability,with one sample as high as 0.81 mg/L, but as mentioned previously, Basin 6 is comprised of only two samples. Basin 3 had the next greatest range of variability,with a maximum of 0.45 mg/L. Basin 5 had the highest measured sample at 0.89 mg/L,which is considered an outlier for that basin.The ranges of TP concentrations within the stations of these basins 5 PBSD_TASK 2A-TECHMEMO_MAY2014.DOC ranged by an order of magnitude likely due to the sampling locations depths and potential for sediment suspension. Flow records are needed to address actual pollutant loading comparisons. FIGURE 5 Average Total Phosphorus Concentrations by Basin in May 2014 Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 0.50 0.45 0.40 E 0.35 3 0.30 s° 0.25 a. O 0.20 a. Tri 0.15 22 0.10 0.05 ■ . 0.00 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 •Organic Phosphorus •Orthophosphate FIGURE 6 Variability of TP Results per Basin for May 2014 Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 1.00 x Max Outlier x Min Outlier 0.90 - 0.80 - 0) 0.70 - - 0.60 - cn 2 0 0.50 - 0 0.40 - a_ 73 0.30 - ~ 0.20 - x 0.10 � _ I 1 0.00 � � - Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 Copper Concentrations Copper monitoring in the Pelican Bay Stormwater Lakes consists of analysis of the samples for total recoverable copper. Figure 7 presents the average copper concentrations for each basin.Average copper in PBSD_TASK 2A-TECHMEMO MAY2014.DOC 6 PELICAN BAY STORMWATER LAKES WATER QUALITY MONITORING PROGRAM MAY 2014 DATA REVIEW May 2014 for all the basins ranged between 4.0 and 67.1 µg/L. Basin 3 had the highest copper average (67.1 µg/L),while Basin 6 had the lowest average(4.0 µg/L). FIGURE 7 Average Copper Concentrations by Basin in May 2014 Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 80 70 J bA a 60 a) o_ 50 0 U TD 40 co o> 0 30 cc 20 To MI I 10 0 Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 To assess the variability of the copper values at the different sampling locations within each basin, box plots were developed for total recoverable copper. Figure 8 compares the six Pelican Bay Stormwater Lakes basins based on the May 2014 copper data. Basin 3 showed the greatest level of variability with samples that ranged between 12.5 and 147 µg/L. Basin 2 had the highest measured concentration, 162 µg/L,and was considered an outlier. Basins 2,4, and 5 showed similar relative variability. Basin 3 had the highest median copper value this quarter with 50.8 µg/L. The surface water quality standard for copper in the State of Florida's Class Ill freshwater lakes is a calculated value and varies based on water hardness.This standard is not directly applicable to the Pelican Bay Stormwater Lakes since they are man-made lakes designed to accomplish stormwater treatment and runoff management. However,the calculated values are of interest in that they provide a useful set of reference values for comparison with the monitoring results. Hardness for the May 2014 monitoring in the Pelican Bay stormwater lakes ranged up to 287 mg/L CaCO3.Applying this value to the calculation formula provided in Chapter 62-302, Florida Administrative Code yielded a copper reference value of 23.0µg/L. Water quality within 25 of the 45 stormwater lakes at Pelican Bay in May 2014 reflected concentrations which were above this reference value for copper during this survey. Figure 9 presents an alternative summary of the May 2014 sampling results,distributing basin sites by copper concentration ranges.Twenty one of the 44 stations had copper concentrations of 25 µg/L or less. Approximately 66 percent of the Basin sample sites were measured in the range of13 to 75 µg/L, and 14 percent of the sample sites were measured at 75 p.g/L or greater. PBSD_TASK 2A-TECHMEMO MAY2014.DOC 7 FIGURE 8 Variability of Copper Results by Basin in May 2014 Pelican Bay Stormwater Lakes Water Quality Monitoring Program:May 2014 Data Review 200 - x Max Outlier x Min Outlier 180 - J160 - x 140 - E Q) Q p120 - U 15100 - m a) 0 80 - 0 w To 60 - 0 ~ 40 - T 20 - 1 y I I 1 —a-0 I I Basin 1 Basin 2 Basin 3 Basin 4 Basin 5 Basin 6 PBSD_TASK 2A-TECHMEMO_MAY20f 4.DOC 8 PELICAN BAY STORMWATER LAKES WATER QUALITY MONITORING PROGRAM MAY 2014 DATA REVIEW FIGURE 9 Distribution of Basins by Copper Results in May 2014 Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review Basin Stations with Copper Concentrations,inµg/L Basin Avg. (µg/L) <12 13-25 26-50 51-75 76-100 100-150 >150 1-2 1-1 1-4 1 21.1 1-3 1-5 1-6 2-2 2-5 2-1 2-4 2 52.7 2-3 2-6 3-5 3-3 3-2 3-6 3-1 3 67.1 3-7 3-4 3-9 3-8 4-1 4-3 4-2 4-9 4-8 4-4 4-10 4-11 4 38.2 4-5 4-6 4-7 5-6 5-1 5-2 5-10 5-7 5-3 5-5 5 35.7 5-8 5-4 5-9 6-1 6 4.0 6-2 Comparison of May 2014 and Historical Monitoring Data The historical monitoring data from November 2011 through May 2014 were compiled and analyzed to generate basin-level means for all parameters monitored over the period of record.The means for each basin in each quarter were used to generate time series plots for TN,TP,and total recoverable copper to compare the basins for the entire period of record.These time series plots served as the means for comparing the May 2014 data with the historical records since November 2011. Historical rainfall data was obtained through South Florida Water Management District's DBHYDRO database.The site that best approximates the location of the Pelican Bay area is BCBNAPLE, database key LX271,with Latitude 26°13'31.3"N and Longitude 81°48'29.3"W which is located near the PBSD maintenance facilities(Gulf Park Drive and Watergate Way).The rain gauge is managed by the Big Cypress Basin Service Center.The rainfall records from November 1, 2011 to May 31, 2014 were collected for comparison with the collected water quality parameters. Figure 10 presents a time series plot depicting the basin mean TN concentrations for the period of record. Previously there was a general downward trend observed in TN during the period of record from November 2011 to August 2013. In November 2013,the mean TN values for all of the basins deviated from the prior pattern and were higher than has been observed in recent quarters. In general,the TN values have decreased slightly in May 2014 when compared to the November 2013 except for Basin 4 which shows a slight increase. Basins 1, 2,3 and 4 have been observed to have TN values slightly higher to the measured values between February 2012 and February 2013. Basin 5 continues to show similar values to the historical PBSD_TASK 2A-TECHMEMO_MAY2014.DOC 9 record. Basin 6 appear to have a decreasing trend in TN when compared to the historical record. Basin 4 continues with its general trend of having the highest measured TN value compared to the remaining basins. FIGURE 10 Basin Average Total Nitrogen Time Series for Period of Record Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 3.0 8.0 2.5 7.0 46ak6.0 El c /0 •z � y o 1-- 2.0 0.5 1.0 1.1 �.Il��.I.I1...io.dl 1. , ,. , I I1. ,J ► Id J . 1�.. 1 .1111 . I o.o o.o titi ti� ti� ti� ti� ti� tin ti� ti� ti� ti� Rainfall --ii--1 —©—2 —u--3 —v—4 —44—5 —c,►--6 Comparing the daily rainfall to the average TN concentration, it appears that the TN increases during the dry season and decreasing during the wet season.Seasonal response in the TN concentration may be due to increased dilution during wet seasons but other factors such as lawn maintenance practices or seasonal presence of winter residents may also have an effect. Figure 11 presents a time series depicting the basin mean TP concentrations for the period of record,from which outliers have been removed for Basins 4,5, and 6. Historical outliers removed from this figure included Station 4-10: May 2012(6.53 mg/L),Station 6-1: November 2012 (1.58 mg/L), March 2013 (0.83 mg/L),and May 2014(0.81 mg/L),Stations 5-1 and 5-3: November 2013 (2.03 and 2.44 mg/L, respectively). Basins 2,3,and 4 show a decreasing trend over time.Although Basin 3 remains to have the highest TP concentrations, it also shows the greatest improvement over time.All other basins show a neutral trend in TP levels. Comparing the annual rainfall data to TP concentration, it appears there is a slight increase in TP concentration during the early summer periods.Overall,there are no distinct patterns related to rainfall. Basin 3 appears to follow a trend opposite of the other basins. Lawn maintenance practices and seasonal residents may have effect on the seasonality of TP. PBSD_TASK 2A-TECHMEMO MAY2014.DOC 10 PELICAN BAY STORMWATER LAKES WATER QUALITY MONITORING PROGRAM MAY 2014 DATA REVIEW FIGURE 11 Basin Average Total Phosphorus Time Series for Period of Record Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 0.45 8.0 0.40 /w� 7.0 J0.35 .. � 6.0 a' ---u--. E 0.30 \ 14__' E 5.0 — 0.25 4° _+ ti 4.0 c o - - w� cc Q0.20 20.15 • , �F • 3.0 a a o Fo ;g 0.10 V 2.0 o 111111114%; 1 ~ 0.05 I I Y f � 1.0 0.00 h. I ..l I1. .I.III! 1 ,11-11.11, I. . , l I 1 ill I Ii .II . 1 . 1 l 0.0 N> ti� titi ti� ti� ti� ti� ti� ti� ti� tiN �o� <<e, No 4, Pte% \o� <e� � \ Pte% �o� <<I �A SRainfaII -4-1 — —2 -c,+-3 ---4 -v-5 -v 6 Figure 12 presents a time series depicting the basin mean copper concentrations for the period of record.A decreasing trend is observed in copper during the period of record from November 2011 through May 2014. Basins 2 and 4 have had higher levels of copper when compared to the other basins in most quarters through March 2013.An extreme outlier value was noted in the May 2013 data for Station 4-8(12,060 µg/L); exclusion of that value from the database would result in a Basin 4 average for May 2013 of approximately 336 µg/L-a value much more in line with the other data trend lines for that quarter. The outliers for Basin 2 and 4 have been removed from the figure to better reflect the majority of the collected data. A substantive decrease in copper concentrations was reflected by many of the water quality data values generated since May 2013 monitoring by PBSD likely due to the discontinued use of copper sulfate for algal control. Copper levels documented since August 2013 are greatly reduced when compared to the historical data. Since August 2013 a continued copper levels show a neutral trend through May 2014 Copper concentrations appear to decrease during the wet season which may be attributed to increased dilution within the ponds. Levels increased during dry periods when the pond stages are expected to be lower and evaporative losses result in increased concentrations of copper, however seasonal observations after the discontinued use of copper sulfate has not yet been observed. PBSD TASK 2A-TECHMEMO MAY2O14.DOC 11 FIGURE 12 Basin Average Total Recoverable Copper Time Series for Period of Record Pelican Bay Storm water Lakes Water Quality Monitoring Program:May 2014 Data Review 500 8.0 450 • Discontinued use of CuSO4 7.0 400 in August 2013 6.0 bo 350 c 300 5.0 - QJ Q 250 4.0 •2 o 4 w 200 3.0 —'_'.40 co 150 - o a 2.0 0 100 >, .,,,,, I' i Alki _ 1.0 6 La' 50 li r ii....a_t +�+ Q t3 if-e—1-- L :rU o: s.. �.; �.vl _ _al �._ •,! .e _. 1 0.0 �o�" <<e. 4, Qs �o" key \\ Qs �o� <(91 aa Rainfall --0-1 —a—2 —0—3 --O.—4 --v—5 --v—6 Observations and Recommendations Based on the May 2014 monitoring results for recoverable copper and phosphorus,the historical patterns observed in the six Pelican Bay Stormwater Lakes basins appear to be improving. However,the May 2014 results continue to show increased levels in nitrogen concentrations compared to the data for recent quarters. Basins 2,3 and 4 exhibited the highest mean TN levels. Basin 3 exhibited the highest average TP levels for May 2014 as it has in the past, but shows the greatest improvement of all the basins. The most notable observation this quarter was the continued lowering of the prevailing total recoverable copper levels for the Pelican Bay Stormwater Lake Basins.Concentrations of copper appear to be greatly reduced since August 2013, likely due to the discontinued use of copper sulfate. While some variability is evident, most of the values recorded in May 2014 were lower than the values in February 2014. The only stations which had higher copper concentrations in May compared to the preceding quarter were Stations 2-4,3-2,3-6, and 5-10. The net result was that all of the basin averages for Basins 1 through 5 were lower than those documented in February 2014. To evaluate current trends after the discontinued use of copper sulfate,future monitoring will reveal whether these copper concentrations will continue to decrease over time, or if seasonal effects are driving this trend. PBSD TASK 2A-TECHMEMO MAY2014.DOC 12 Appendix A Analytical Results of the May 2014 Monitoring of the Pelican Bay Stormwater Lakes J tn 00 LU 'cr N cNi .-i ,-1 ,--1 CO L.fl O� N CO co .Mi O� CO , LIl G _U _ C J 00 V N oo V CO CO N lfl Ln c-I CO .-1 CO LT cr CO .-I Cr N m Lf) 01 m Ln c1 Cr .--I N ri h cr LO m U Cl .-1 L!1 m co i �. 00 N LO Cl r1 CO N h LO Cl LO CO CO Ln N Ql .-i CO Ln Q J 4' .-i O CO Ql V Ln Cr In Cr In l0 LO CO LO .-1 CO h L!1 h co M CO LID In O O LO HI U 11 LO CO CO LID N N CO N CO CO N co H E O O O O O O O O o N o o ''"1 O c-1 Hi CO O 0 0 0 ° 0 0 0 0 0 ° o o ° ° ° ° ° ° O. c-i .-i .-I a-I ,-I N N a-i Cr ci ci ci (Cl I\01 o m i i ^ r1 c ci i r - N CO , U i o voo O 0 0 0 0 O O O 00 0 m O of h 0 o 0 0 0 0 0 0 0 o O °0 0 N 0 0 0 o CO Cr p` �. E 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 2 • Ln CO in Ln V m LO co Ln N U- N Ln N W 00 In CO N N 00 m h O LO V 01 N W CO LU N C H r I- E c-I .-i ,—i '-1 .-i c-i .-1 N .-1 N .-I H • c-I '� " 0 " 0 co Ln 0 O N N N N N N N r-1 N N N N N N N 1-1 N E CC O O O O O 0 O O O O O O o O O N o Li,0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a y =N N aNI l in 01 N M N LO m 01 O LO CO CO HI h L O N(M ,-I N. c-I N .-1 O N N.O CO O+-, Z ° o. O O O O O ° O O O °2 --- O ° O O O O O °O O O O O O� U -7 ci Cl U- N N 03 N N Ln LO LO LO CO LO U- CO LT LO H 3 p on V Lt m ° V h O LD Q1 N ci O cZ, CO to CO O Hi CU IV = Cl ,-1 l0 CO ci W c-i e-1 Ln .--I h .-1 N l0 Ln d' h `"'1 N N C) Cc Y p CO 0 O. - h h '-I in Ol In lD c-i N Q1 co h od V in N In i Q O. to N O O V Ql �} N W Cr; l0 ° O ry 00 N 41 0 • c-I 01 Cr N CO Ln 1-1 N ci CO .--I c"1 LO co LIl LT .-i N d' V ... CO 0 — E v, i N J O Ln CO C N ci CO o co co Ln C CO m co o LO O co Ln '1'' 'C -pp CC N N CO 01 N ci N 01 LO CO c-1 N N CO U- Cl CO O ci N E N N c-I 1--1 N N N c-I H N N N .-I .--I 1--1 ,-I c-1 1-I ci co E S m O C L CCI O _ U OL I I Cl h N LO Cr h 01 N c1 Ln U- N " N 01 N Ln co N Ln LO .--I LD O O Cl ci N V CO co N h Lfl Ln d Q Q. h N N N N N CO CO h 00 CO W N h CO h N Q L-+ 0 CO CO .--I m h N .--I h lD LO e-1 CO N LO CO Ln t71 Ln .-1 CO 00 O1 U- h .--I CO C V O 00 03 d- O 0 E ^ Lri LO LD Li/ LL] LO h LC; W L0 h Lfl 4 Od LD Lfl LO OD C 4, ▪ 0 . CO. L!1 Cl co N N .i C 0\° h O N N O [r N lD c-I O od .--i l0 V 0 Ln N 00 h N Cl LU r, h LT 0 LO Ln c-I CO h 2 L N , N ▪ E O m 00 Ln Ql Ol N LO Ln m Ln CO LO h Ln 0 00 h >. L 7 CO N Ln LO lD h Cr al N .--I m V 00 CO M `i O cr cr ITI C-)p 0 LO CO h CO CO Cl c--I a-I e�-I cm-I CO LO 00 cm-I CO In LID -I O a, L 1.1 ++ _ v- O 0 N O. h h M Ln in CO LT 00 in LO N LIl co co co h oo N.+ E l..) in CO M Ln h HI N V e-I N h CO LO O Cr co N m = LO C) V V h h LO Ln N O m O m O h h 00 N h h N N a.+ H N N N N N N co co M CO N N N co N N Q C 1.,-) X 14 m 0 u C w >▪ " O 01 a_ al U m r-1 N M c' Ln LO .--1 N m '7 LO LO c-I N M a LO LO h Cl.. H .-1 .-i .-I ,-1 .-i N N N N N N M CO (Cl CO m m M J F LA m ti in CO LO M Ln �t .i N LO .H 47 N M .--I i--I .1 .-I - Ln U _ C J N V .-I .-I Ln LO in 4 4 .--I in N N n N 00 CO CO GJ .-1 01 N M M Ln M 01 M 00 LD M O Ql N O d' Ql .-1 Ln ttO i Z. lD 01 M LD M r V (Yl V .-1 W I\ r [Yl N 4 V Lll n Lfl LD C a -- J dr l0 00 00 CO N. CO N 00 N V CO 00 N O1 LO `, 01 N 01 LO In O. \ .-I .7 .-1 .--I 1-1 .-1 O .-I 00 O N V N O M Q1 M lD V V Ln F bD .--1 �t C) O O O 0 O r1 .--I -1 N 0O N r1 O O O O O O O O O O O O O O O O O O O O O O O O O O O CL .-1 .-1 .-1 .-1 .-1 .-I .--1 M .-I .-I L N V .-1 n t m LO N •-I r-I .-I .-I .--I .-1 .--I W .-i .-1 .i .-I N O 4 N NO .-1 N �, O N 0 0 0 0 0 0 0 O N O N O 0l N N N O O O M O O O O O O O O O O O O O O O O O O £ O O O O O O O O O O O O O O O O O O O O O O 2 \ M 00 CO O1 N N N .--1 N Ln 01 N CO LD O Ql Ln M LU 00 M CO O LO LD O N O 4 N CO lD LD CO �. m O O N O F E N N M N N N N N N N .1 4 N co O O O O O `� .1 .i m_ o J Lfl N N N Cl N Cl N N N `� N N N N n N .-I E CD t-I O O O O O O O O O O O O .M-I O )-I .--I O .n-I .M -I .1 E E © 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q N ��, N N ci. N N N N N Cl N 4 CO CO M CO N 01 N V M 00 N N N N Cl N N N CO 4 O CO M .-I N N N N 4 i O O O O O O O L/1 .-I .-I .-I .-I O .7 .-1 c-I O .-1+ p0 N O O O O O O O O O O O O O O O O CD O O a_ Z £ O O O O O O O O 7 O O O O O z { U J Lf1 CO N .i N Ol CO .i .7 N co LO .7 Ol n LO LD C \ . 1 L O ,t COLD N.Ni ., 1-1 06 d 4 4 O CO CO 1-1 .I .-1 .-I Ol Lfl CO in d J co Ln co n in in LO LO n .-i LO Lf1 N Ci N Ln n N Cl CT 4 O CO O `1 M M M U .-i D ,-I D ul Ln O .-I D .-i 00 n M O N O O. in .i n CO .-I N .-I N .-I .i Ln V N C LD N CO Ln CO LO .1 U `" N N c -- W O 1-1 LO O .i Ln O LC) LD N LC) Ln LD LO .i 01 O O N 01 O -O 00 .i N .-1 Ol CO .i .i .-I .1 01 01 C) 01 Op N N O .i .i 00 .i O N .i .i .-1 .i .i .i .-I 1-1 .i .i N .-I 00 11 .-1 .-I .i N N N N I I I N CO LD 01 `� CO CO N 01 01 CO in in LO 00 LD 00 LO n 00 O O. n 00 n n n CO Ni n 00 n n n n n n n n n n n n J M n n N 00 .-1 N n LO .-I L11 01 CO N CO 00 � LO m LC) N N CO N Ol co Ln 4 .1 C N N n n 00 O M LD N O1 cl E Ln n Ln In n 00 n n LO n n in Ln LD if; Ln LO in in LO Ln N n 41 CO .i M Ln M LO Ln c-I Lfl N CO N CO LO ul .-I N CO o CO 4 Ni LA O Si .i O M 00 N LU CO Ni LD CO N LD n N O Ln -- n ° N up .1 ° CO Ql Ol n n CO N n LD N N n C ■N .-I CO N .i 00 O CO CO LD LO 01 LO U U in O CO .f in O ix) .-i Cn N .7 M LD 00 O n N CO cm LO LO N 7 V O O O CO .i .i .i O1 .-I O .1 N LU CO l0 N N O O CO .-1 'p .i .i .i .i ci .i .i al .-1 .-I Ql .1 LD LD n n N N .-1 .-I .i 0 O U 2 N N CO CO 01 CO .-I LD N LD LD Ln .7 CO N LD CO N E U V C7 CO CO N n N N CO CO V LO CO .-1 CO V LD V N Ln M 00 0) O O n 6 .i N M N N CO CO co' N CO n n n n n n N F M CO N N M M CO CO N N N N N N N N N N C co O .i f0 co 01 .i N CO cY LC) LD N CO 01 .-1 r1 .i N CO C Ln LO n 00 O1 m CO M GY V V 4 4 4 V V V 4 V Ln In Ln to Ln LA Ln LA In J F m 1-1 %--I m E — u 'E -="1 up r- co m ✓ to lb al 00 In Q 0. rri V lD J I, ct 00 a cc o m ~ £ 0 0 0 a J m ` v C cc l.0 O ii N O O O N Z \ d- co lD to Ln ^ co Lf1 I- E c-i O O N to •C J c0 V c-1 CD O \ ,-Ct N Q1 03 C) O O O O a a, - +' .....cu v co u R Y m t--I ,H 01 Ln i+ O O Z Z £ o o • u 0o co V c N C N V O. cc ^ M N O = ci N Lti M U "' U, N aJ -� O m N Lo cc m .-I r1 CO c1 N N ci R I _ _ N 00 N Q1 N lD 00 a a r; N N N CO 00 d 0 DQ M O1 N 0 l/1 O r6 lO O — N ,- N ,-0 0 00 c-i 00 N ? lO c M c0 i+ 7. £ 01 N Q1 .-I u u Ql N N lb O 7 — O N CO CO 'O i c-I ci c1 ci p C r O U } Q n 0 1 C CI) Ol c-I N O E U Ql 111 N N W CU h vl V cO 2 F N N N N = O W 17 C Y N F 10 O I m .--I a-i N (..) p LA l0 l0 D N m a Appendix B Laboratory Reports of the May 2014 Monitoring of the Pelican Bay Stormwater Lakes Laboratory data is provided under separate cover to reduce the printable file size. Appendix C Field Data of the May 2014 Monitoring of the Pelican Bay Stormwater Lakes e a r` Ol L11 l0 •Cr V) O M 00 O 01 IN! O Cr) Ol 00 M N N. Ol l0 CI• O l0 l0 to r` O Ce > V1 Ln N Cl � Ol Vl Cr 00 Cr 00 00 V) M M `� l0 01 00 O O Vl lO O V1 00 r-1 e-1 01 r-Z O O Ln Ln Lit-1 rNi r� r�-1 rMi 1\ H lfl Ln rV-I Ln V1 V1 O9 e-i L11 l0 91 Ol 00 01 r� Ll1 '13 O 01 N e-I Cf N l0 M M M CJ V1 01 M N `� N e--1 0 N f\ 01 M O M V1 M to in .-1 O N Vl O Cr N `' l0 M .-I O 00 ei ei lO Ct e-i M g N vi `j, O e'1 O M 00 N = c 00 Li-) N 00 N N 01 0) O� r\ .�i 01 01 l0 L!1 e�i CO N 00 r` O� r` 10 Orl ri ri .-i O� 00 01 t 0 \ EL 0 , , , , , , , , , , , , , , , , , , , , , , , , , , , , „ E 14 ei M M 0001 V1 .M-I 0000 CO^ 01 Cr l � (.0 0`00 00 N O e-1 CO 0000 V LM11 N N M 001 N 0011 O Vl N .-1 r` 4 V) l0 l0 Vl l0 l0 r` V) 00 LO N V) Cr O� 6 V1 l0 Ln t■ V1 V1 r\ 00 N 00 r■ l0 r■ w N w MS an 01 r` N C0 Cr Is 01 N .-I V1 Cr O a1 O N 01 O N LA C,r N CD CO LO O CO Cr a' 01 M =-I C M N V1 l0 e-I l0 O O 0) a-1 N N d' O M N 0 LA VI N M 01 LO 01 ri 00 CO N 01 01 S31 3 N N N N N N CO 00 N 00 00 00 N 00 IN 00 00 IN 00 N N 00 C > a LI W a E Cr N M 00 Lfl 01 01 N l0 V1 M Vl 00 l0 r\ V) O 00 N N ei M CO N e1 CO O 01 M 00 00 N in l0 l0 N Cr 0) N e-1 co Cr 00 00 M e-1 O Cr Cr 1.71 CD l0 Cr V1 O V1 e-I 01 N Cr LL G N l0 N 00 0 00 01 r-I .-I Ct M M CO LO 00 M CO V1 LD Cr 0 01 0 M ei .-1 ei 01 .-I O °.--1 U E O O CD O ‘-I CD O .--I .-I .--I .-i .-l O 0 CD r-I CD O CD r-1 .--I O .--I r-I .--I e-1 .--I O .-I ei t\ Cr O N ++: di N N M LA L(1 M al CO O 1.0 N V1 00 00 M r` CO O N 1� M Al 01 O M O e-I lO N V) 00 M V) r` e-I N Cr V1 .-i Vl f\ CO l0 O Cr M 1\ M Cr Cr 00 CO N n n N M M Ct _W N e Cf Ct N N l0 V1 N O e-I O M O r` r` 00 N r` N N O O N l0 r-I O N N N N CO N N N N N N M M M M M N N N M N N N M M N N M M M M M M N U C Z 0. E 9,7 L N 0 O Z LL LL LL LL LL L.L. LL m LL LL LL LL m LL LL LL LL LL m m m LL LL m LL LL m LL LL m d a °gyp LL O O U O Z U Z w U U U Z w Z Z U Z Z w w w O Z w Z O w Z O w Y = O J C ei V N _ 4-, Y 'D 3 E 2+ •f, E T. N \ \ \ \ \ \ \ \ \ \ \ \ • \ \ L N▪ CL CO r •E r` LO Cr O N N Cr N CO M 01 CI' .--I LA N CF Cr M ). E = 3 " M M N M N M Ct N M M rn Vl N l0 .-1 M e� l� fh Cr CSI O ei C CC I) w O. .-c s�� • £ 1S?I w M 0 .v-1i N O O M M .�-1 c-i Cr N N N ei .�-1 a-i N N N .-1 N a�-1 ei M in to re (3 a H LL V1 00 1- d 1 V1 CD L/1 0 0 0 0 0 0 V1 Ul 0 0 0 0 0 0 Lf1 V1 CD 0 V) Lfl in LPI V1 O O O CD °.i E Cf O r-I M M Cr V) CD N M Cr N N O M N e-1 Cr 1.11 M e-I e-I N M Cr LA N ri M CD N 00 CO CO N CO N Al M Cr Cr Cr 01 01 01 LA O O) 01 Vl CO e-1 O V1 Vl LA l0 LD l0 .-1 O CD O O Co O .-i e-1 .-I .-i )-1 )-1 O O O .-i e-I O O .-i .-1 e-1 e-1 .—I .-I .-I .--I .--I ei .—I Cr L--1 0 N M Cf Cr Cr Ct Ct Ct V Ct Cr Cr Ct Cr Ct r C t r C• Cr .a- Cr C � -1 C Cr r � .'i ,-1 ,-1 ,-1 .i ,-1 e-1 .i e-I .-i .i ,-1 ,-1 %i .-i . I .-I .-I .-I ri e-I e� .-I e-I e-I e�I .-I .-I e� a-i .i O O O O O O O O O O O O O O O O O O O O O c o o (Do O O co Ln �l N N N N N N N N N N N N N N N N N N N N N N N N I N N N N N N M O I M M M M M M M M M M M M M M M M M M M M M M ........ M ........ ......... M M M ei ei ei ei e-1 ei e-I e-I ei e I e-1 .--I e- e-1 ei ei e- e-I e- ei e-I e I e-I r-1 e-I e 4 e-I ei ri V) V1 LA V1 U) LA V1 VI V1 V1 V1 Ul V1 V1• V1 Ul V) LA Ul Ul LA in U) Vl Vl V1 LA V) V) V) C ›- Z O C v) w O O C ; DI NI Z >I wl wI O v.)) m ZI UO Q OU ZI Z N Z ZI m Lu co E U N H H N O C7 °C a ml ml ml a U w W ZI U ml NI MI •4- Lc)w1 N U 01 a a`, a s ° cc w W o O O " J J = < w ~ a CC w 3 ca, a a a a CC w 0 > U CC _ CC cD O I-U 00 -1 g v~) 0I z > U 0_ U Sr_ I m CO CO CO U 0_ U TS CO I I I I I I I I I I I I I I I I I I I I I I e-I I I I I I I I Z Gl e-I N M Cr Vl l0 ri N M Cr Ln l0 e-1 N M Cf Ln l0 r 00 O1 e-1 e-1 N M Ct V1 LO t\ 00 LL ei ei ei e� ei r-1 N N N N c.!.1 N M M M M M l'�l l'rl M M Cr 4 4 Ct Ct Ct Ct Cr Ct N 00 M N M l0 01 O a1 Ln l0 O 00 n O n 00 .;=_,; M Cf V1 00 N O � � n 4 n � N a1 O O N M Ll) LO r; <-I 00 O) 01 )--) ai ri ai a1 a1 00 00 LO n M n M O LO ul .--1 N 00 n Cr n LO O In lO M Ni LO M Ln n n Ni O) Ln 00 a-I 00 Ni 117 Ol n n 00 n n n lO n n n L0 ai In CO m \ \ \ \ \ \ \ \ \ \ \ \ S. S. \ \ N. Ln a-I 1/1 O1 00 n M 00 Cr LO CO Ln 03 Cr O Cr n N n n CO O M I.0 N 01 M 0, N Cr N . . . . . . . . . . . . . . n l!1 LI) l0 u) Ln lO 111 L!•) l0 L!1 Ln O M lO M ai CO I) O a-i Cr N u) Cr M n Cr n 00 n O 00 in Ln In lO 00 LO 00 1.0 N CO 01 N LO 00 LO M n n n 00 n n n n n n n n n n n n L11 0 -M LO 00 O n N CO C) LO 01 lD 0) N 01 a-I N a) 0 m r-1 LO e-1 00 LO u) ai O 1.0 LO N 01 N N LO O 0) N LO LO n n N n C) M <--1 O N M M O a• u. Lu O 4-1 O O O O O O ai 4-i .-I c-I a1 4--i 41 a--i E }I }I N m m a a LO LO O In CI' M N LO CO N O 01 0) a1 N N Ln M 00 4-1 00 l0 Cr n Ln 00 0) Ln n n N co O O 00 W n 00 n n n n n n n n u) 4 00 00 n N N N N N N N N N N N N N N N N H Cr Cr <-1 <-1 n• esi N4 m m z LL m LL LL LL m m m LL U- U- LL Cr Cr W W Z W Z Z O W W W O Z Z Z a-1 a--1 L LL LI) L1 \ \ \ \ S. \ \ S. \ \ \ \ \ \ ■ \ a•-1 V' O m m N r I i i N ri ■ ■ 1 I 1 I M Y In 7 7) 0 C 1 13 Pi a L11 Ln Ln 111 u) O O O N N LO a LL LLI y a--1 e-i a•-1 e-1 ci N a--1 M O O O E }I }I a) T) U 000 03 'Cr) CI. CI. c, co 3 O Ln O C) O Ln Ln O Ln u) In O Ln Ln O Ln a) Ln Ln W la :w Ln M in 4-1 Cr O Cr M O .1 N Cr M L1) N M E ti O 2 0) N O � 0 N CO 00 0 0 CO 0 0 0 01 Crl 00 Cr)0 0 0 a-I-1 ai F- O) n Z a) c- c(0 >_ U 0. a) V [0 (0 C N t CO 7 co co Cr Cr Cr Cr Cr CI" '� Cr Cr Cr Cr Cr Cr V ct Cr Ct Ct Lis 1 L V 3 a-1 a--1 a1 a1 ai a1 a1 ai a-1 a1 a-1 ai a1 a-1 a1 ai a1 r1 ' -_) E O O O c o o O O O O O O O O O O O O In 4U, N N N N N N N N N N N N N N N N N N co = fa a) 'p \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ c M M Cr CJ• Cr Cr Cr Cr Cr CI- Cr Cr C O C F Cr M M M M 3 3 -5 -a <-1 a1 a1 a1 ai ai 11 a1 a1 a-I a-I ai ai a1 a1 ai > ai ai Y N C 0 'a y.i C \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ • �? z 0 E co C co Ln Ln 111 Ln Ln Ln Ln u) LP) Ln Ln Ln Ln Ln Ln v1 0 Ln in U Z U Y t a) a) co co v N ..O Y Y U n o O a A to Z o 0 4-- c Y u) 2 Z Z C c c _O N 0p C 2 co co cc MI 01 U HI }I }1 I 5 I ZO U) a - Lei c C +�, 110 v U Z Q Q l < Z Z Z Z I- 1- a a.- O. p ^ in in 0) Q o 3 v a`) JI U 2 Q Ln z0 Y O O O O H z �1 v E •W aw) O ci .0 t ' ' v v Ia 01 _C cai o cu CO N 2 -L Q O O O O Ln z z in u E i E c a. o. a-c+ +'c, c a_ N }, o_ In a� Lu a_ Q > Q1 > O c vI �I vI UI it w Q U O. •3 a3.I. CO 'r, ate) ac) aa) al- v 3 2 a o CD C 3 0 a I I 1 -I Q U CO m CO m CO I- °C 2 O o Cr 3 a co r, La 0 0 0 Ln 0 3 it ° a, la I o I I I I I I I I I I ∎ U J a 0) ai 4-1 ai N M Cr in l0 N 00 01 ai N UI NI ml W op i a1 N CO l0 N 01 c M Ln CO ai N Cr Cr Ln Ln Ln Ln Ll) L!1 Lf) Ln Ln Ln l0 l0 ce m m in a Q a-1 �I a A t-i N 4 Cr O Ln in Ln LO l0 Date Reported: SPECTRUM ANALYTICAL,INC. 0 Final Report 29-May-14 Feattieing El Report �' HANIBAL TECHNOLOGY ❑Revised Report Laboratory Report CH2M Hill Project# 3512319 4350 West Cypress Street Project: PELICAN BAY SERVICES DIVISION Suite 600 Tampa,FL 33607 Attn:Richard Gorsira Laboratory ID Client Sample ID Matrix Date Sampled Date Received 351231901 1113-1 W 13-May-14 7:45 13-May-14 21:30 351231902 1113-2 W 13-May-14 8:00 13-May-14 21:30 351231903 1113-3 W 13-May-14 8:15 13-May-14 21:30 351231904 1113-4 W 13-May-14 8:30 13-May-14 21:30 351231905 1113-5 W 13-May-14 7:30 13-May-14 21:30 351231906 1113-6 W 13-May-14 8:40 13-May-14 21:30 351231907 1113-7 W 13-May-14 12:50 13-May-14 21:30 351231908 1113-8 W 13-May-14 13:00 13-May-14 21:30 351231909 1113-9 W 13-May-14 13:20 13-May-14 21:30 351231910 1113-10 W 13-May-14 14:35 13-May-14 21:30 351231911 1113-11 W 13-May-14 14:45 13-May-14 21:30 351231912 1113-12 W 13-May-14 14:20 13-May-14 21:30 351231913 1113-13 W 13-May-14 9:20 13-May-14 21:30 351231914 1113-14 W 13-May-14 9:00 13-May-14 21:30 351231915 1113-15 W 13-May-14 9:30 13-May-14 21:30 351231916 1113-16 W 13-May-14 15:20 13-May-14 21:30 351231917 1113-17 W 13-May-14 10:10 13-May-14 21:30 351231918 1113-18 W 13-May-149:45 13-May-1421:30 351231919 1113-19 W 13-May-149:55 13-May-1421:30 351231920 1113-20 W 13-May-14 15:30 13-May-14 21:30 Spectrum Analytical,Inc. I 8405-A Benjamin Rd I Tampa I Florida 1 33634 1 813-888-9507 1 813-889-7128 www.spectrum-analytical.com 1 of 50 Date Reported: SPECTRUM ANALYTICAL,INC. 0 Final Report 29-May-14 Feorwing ❑Re-Issued Report HANIBAL TECHNOLOGY ❑Revised Report Laboratory Report CH2M Hi11 Project# 3512319 4350 West Cypress Street Project: PELICAN BAY SERVICES DIVISION Suite 600 Tampa,FL 33607 Attn:Richard Gorsira Soil samples are reported on dry weight basis,unless otherwise noted. Submitted material will be retained for 30 days unless otherwise requested by client or consumed in analysis. I attest that the information contained within the report has been reviewed for accuracy and checked against the quality control requirements for each method.The results relate only to the samples(s)as received.This report may not be reproduced,except in full,without written approval from Spectrum Analytical. All applicable NELAC or USEPA CLP requirements have been met unless noted in the case narrative. Please contact the laboratory at 813-888-9507 with any questions regarding the data contained in the laboratory report. Florida E84207 Respectfully Submitted, Texas T104704408-13-5 South Carolina 96011001 +a_� North Dakota R-178 California 07253CA ~ Louisiana 02025 Brian Spann Laboratory Director Kansas E-10385 Spectrum Analytical,Inc.Florida Division Arkansas 11-036-1 LABORATORY un ACCREDITATION BUREAU ACCREDITED Certificate#L2259 Testing Spectrum Analytical,Inc. 1 8405-A Benjamin Rd 1 Tampa 1 Florida 1 33634 1 813-888-9507 1 813-889-7128 www.spectrum-analytical.com 2 of 50 Spectrum Analytical, Inc. FL Division featuring Hanibal Technology DATA QUALIFIER CODES State of Florida, Department of Environmental Protection and Department of Health Rehabilitative Services / NELAC The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. Estimated value; value not accurate. This code shall be used in the following instances: 1.Surrogate recovery limits have been exceeded. 2. No known quality control criteria exits for the component. 3.The reported value did not meet the established quality control criteria for either precision or accuracy but falls within the NELAC marginal exceedance range. 3M.The reported value did not meet the established quality control criteria for either precision or accuracy and falls beyond the NELAC range for marginal exceedances. 3R.The RPD for the LCSD exceeds the laboratory established control limits. 4.The sample matrix interfered with the ability to make an accurate determination. 5.The data is questionable because of improper laboratory or field protocols (e.g. composite sample was collected instead of a grab sample). L Off-scale high. Actual value is known to be greater than the value given. To be used when the concentration of the analyte is above the acceptable limit for quantitation (exceeds the linear range of the highest calibration standard) and the calibration curve is known to exhibit a negative deflection. Q Sample held beyond acceptable holding time. This code shall be used if the value is derived from a sample that was prepared or analyzed after the approved holding time restrictions for the sample preparation or analysis. U Indicates that the compound was analyzed for but not detected above the method detection limit (MDL). V Indicates that the analyte was detected at or above the method detection limit in both the sample and the associated method blank and the value in the sample is less than 10 times the value found in the method blank. y The laboratory analysis was from an unpreserved or improperly preserved sample. The data may not be accurate. RL-Reporing Limit. The Spectrum Analytical,Inc. lowest Practical Quanititation Limit(PQL),defined by the lowest point in the calibration curve. 3 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E160.2 IV. PREPARATION Water samples were prepared according to PEL Laboratory's Standard Operating Procedures and EPA Method 160.2. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 4 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: ( /4_7-- Name:Troy L.R"berts Title:Inorg.Manager SIGNED: DATE: 05/19/2014 5 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method A2340B IV. PREPARATION Water samples were prepared according to Spectrum Analytical Inc. Laboratory's SOP and EPA Method 3010A for Ca and Mg analysis by 6010B. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): All acceptance criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): 6 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512319 Client: CH2M Hill No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: V Name:Troy L. -berts Title:Inorg.Manager SIGNED: DATE: 05/29/2014 • 7 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E350.1 IV. PREPARATION Water samples were prepared by EPA Method 350.1/SM4500-NH3 G. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s) had element concentrations below the RL: 225388ICB was analyzed on 05/14/14 17:47.The following analyte(s)were detected below RL: Ammonia at-0.179 MG/L. 225393CCB was analyzed on 05/14/14 18:00.The following analyte(s)were detected below RL: Ammonia at-0.155 MG/L. 225397CCB was analyzed on 05/14/14 18:15.The following analyte(s)were detected below RL: Ammonia at-0.163 MG/L. 225401CCB was analyzed on 05/14/14 18:32.The following analyte(s)were detected below RL: Ammonia at-0.17 MG/L. Samples coded accordingly. The hit in the blanks is below the RL,therefore, no corrective action was taken. 2. Method Blanks: All acceptance criteria were met. 8 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: Name:Troy L. -bents Title:Inorg.Manager SIGNED: • DATE: 05/16/2014 9 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E351.2 IV. PREPARATION Water samples were prepared according to Spectrum Laboratory's Standard Operating Procedures and EPA Method 351.2. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s)had element concentrations below the RL: 225994ICB was analyzed on 05/19/14 16:26.The following analyte(s)were detected below RL:Total Kjeldahl Nitrogen at-0.188 MG/L. 226001CCB was analyzed on 05/19/14 16:38.The following analyte(s)were detected below RL:Total Kjeldahl Nitrogen at-0.169 MG/L. 226003CCB was analyzed on 05/19/14 16:51.The following analyte(s)were detected below RL: Total Kjeldahl Nitrogen at-0.227 MG/L. Samples coded accordingly. The hits in the blank are below the Reporting Limit,therefore no corrective action was taken. 2. Method Blanks: All acceptance criteria were met. 10 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512319 Client: CH2M Hill C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person, as, verified by the following signature. Signature: Name:Troy L. aberts Title:Inorg.Manager SIGNED: DATE: 05/21/2014 11 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E353.2 IV. PREPARATION No preparation method required V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met with the exception of: Blank 225595MB was analyzed with the water samples on 05/15/14.The following analyte(s)were detected below RL: Nitrate + Nitrite at 0.00281 MG/L Samples coded accordingly. The hit in the blank is below the Reporting Limit,therefore no corrective action was taken. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 12 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: ( Name:Troy L.Riberts Title:Inor .Manager SIGNED: DATE: 05/19/2014 • 13 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method SW6010C IV. PREPARATION Water samples were prepared according to Spectrum Analytical Inc. Laboratory's Standard Operating Procedures and EPA Method 3010A for Total Metals. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: All acceptance criteria were met. 14 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512319 Client: CH2M Hill 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: All acceptance criteria were met. F. ICP Interference Check Samples: All acceptance criteria were met. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: Name:Troy L.Roberts Title:Inorg.Manager SIGNED: DATE: 05/29/2014 15 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method SM4500-P_F IV. PREPARATION Water samples were prepared according to Spectrum Laboratory's Standard Operating Procedures and EPA Method SM4500-P F-oP. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s) had element concentrations below the RL: 225883ICB was analyzed on 05/14/14 13:47.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.0015 MG/L. 225888CCB was analyzed on 05/14/14 13:56.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.00139 MG/L. 225892CCB was analyzed on 05/14/14 14:07.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.00168 MG/L. 225896CCB was analyzed on 05/14/14 14:22.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.00901 MG/L. Samples coded accordingly. The hits in the blank are below the Reporting Limit,therefore no corrective action was taken. 2. Method Blanks: 16 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: L Name:Troy L.16berts Title:Inorg,Manager SIGNED: DATE: 05/21/2014 • 17 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method SM4500-P F IV. PREPARATION Water samples were prepared according to PEL Laboratory's Standard Operating Procedures and EPA 365.4/ SM4500-P_F. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s)had element concentrations below the RL: 226088ICB was analyzed on 05/19/14 16:26.The following analyte(s)were detected below RL:Total Phosphorus at-0.0215 MG/L. 226081CCB was analyzed on 05/19/14 16:38.The following analyte(s)were detected below RL:Total Phosphorus at 0.0265 MG/L. 226083CCB was analyzed on 05/19/14 16:51.The following analyte(s)were detected below RL:Total Phosphorus at 0.0218 MG/L. 226087CCB was analyzed on 05/19/14 17:04.The following analyte(s)were detected below RL:Total Phosphorus at 0.0232 MG/L. Samples coded accordingly. The hit in the blanks is below the RL,therefore, no corrective action was taken. 2. Method Blanks: 18 of 50 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512319 Client: CH2M Hill All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. • Signature: ( - Name:Troy L. 'bens Title:Inorg.Manager SIGNED: DATE: 05/21/2014 19 of 50 -CERTIFICATE OF ANALYSIS- 401141pt FLDOH#E84207 11L To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231901 Collection Information: Client ID : 1113-1 Sample Date: 5/13/2014 7:45:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 5 I 05/15/2014 11:45 MG/L 1 20 1 Ammonia 350.1 0.0705 I 05/14/2014 17:51 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.55 05/19/2014 16:31 05/19/2014 16:31 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.199 (t) 05/15/2014 13:31 MG/L 0.0022 0.1 1 Arsenic 6010 8.58 I 05/28/2014 16:36 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 12.7 05/28/2014 16:36 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 9.41 I 05/28/2014 16:36 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 225 05/28/2014 16:36 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0011 U (t) 05/14/2014 13:51 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0654 05/19/2014 16:31 05/19/2014 16:31 MG/L 0.018 0.04 1 — 20 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 /III ! 41,i To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231902 Collection Information: Client ID : 1113-2 Sample Date: 5/13/2014 8:00:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 4 I 05/15/2014 11:55 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 17:52 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.88 05/19/2014 16:34 05/19/2014 16:34 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 1.29 (t) 05/15/2014 13:31 MG/L 0.0022 0.1 1 Arsenic 6010 7.94 I 05/28/2014 17:20 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 8.7 I 05/28/2014 17:20 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 15.9 I 05/28/2014 17:20 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 228 05/28/2014 17:20 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/14/2014 13:52 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0871 05/19/2014 16:34 05/19/2014 16:34 MG/L 0.018 0.04 1 21 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231903 Collection Information: Client ID : 1113-3 Sample Date: 5/13/2014 8:15:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 2 I 05/15/2014 12:00 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 17:54 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.25 05/19/2014 16:36 05/19/2014 16:36 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.00502 V I (t) 05/15/2014 13:32 MG/L 0.0022 0.1 1 Arsenic 6010 6.32 I 05/28/2014 17:26 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 9.86 I 05/28/2014 17:26 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 6.34 I 05/28/2014 17:26 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 184 05/28/2014 17:26 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.00757 I (t) 05/14/2014 13:53 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0339 I 05/19/2014 16:36 05/19/2014 16:36 MG/L 0.018 0.04 1 22 of 50 -CERTIFICATE OF ANALYSIS- 401111pr FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231904 Collection Information: Client ID : 1113-4 Sample Date: 5/13/2014 8:30:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 12 I 05/15/2014 12:05 MG/L 1 20 1 Ammonia 350.1 0.548 05/14/2014 17:55 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.25 05/19/2014 16:39 05/19/2014 16:39 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0302 I (t) 05/15/2014 13:33 MG/L 0.0022 0.1 1 Arsenic 6010 9.58 I 05/28/2014 17:33 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 40.1 05/28/2014 17:33 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 8.02 I 05/28/2014 17:33 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 192 05/28/2014 17:33 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/14/2014 13:54 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.018 U 05/19/2014 16:39 05/19/2014 16:39 MG/L 0.018 0.04 1 23 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231905 Collection Information: Client ID : 1113-5 Sample Date: 5/13/2014 7:30:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 11 I 05/15/2014 12:10 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 17:56 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.84 05/19/2014 16:40 05/19/2014 16:40 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.196 (t) 05/15/2014 13:33 MG/L 0.0022 0.1 1 Arsenic 6010 11.4 05/28/2014 17:40 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 20.5 05/28/2014 17:40 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 14.2 I 05/28/2014 17:40 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 221 05/28/2014 17:40 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0011 U (t) 05/14/2014 13:55 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0639 05/19/2014 16:40 05/19/2014 16:40 MG/L 0.018 0.04 1 24 of 50 -CERTIFICATE OF ANALYSIS- Al Illipt FLDOH#E84207 �1 � To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231906 Collection Information: Client ID : 1113-6 Sample Date: 5/13/2014 8:40:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 I 05/15/2014 12:15 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:01 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.3 05/19/2014 16:41 05/19/2014 16:41 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0193 V I (t) 05/15/2014 13:35 MG/L 0.0022 0.1 1 Arsenic 6010 8.43 I 05/28/2014 17:47 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 34.9 05/28/2014 17:47 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 8.78 I 05/28/2014 17:47 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 213 05/28/2014 17:47 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/14/2014 13:59 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0234 I 05/19/2014 16:41 05/19/2014 16:41 MG/L 0.018 0.04 1 25 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 11r . I To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231907 Collection Information: Client ID : 1113-7 Sample Date: 5/13/2014 12:50:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 13 I 05/15/2014 12:20 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:02 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.73 05/19/2014 16:42 05/19/2014 16:42 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0704 I (t) 05/15/2014 13:36 MG/L 0.0022 0.1 1 Arsenic 6010 21.8 05/28/2014 17:53 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 59.5 05/28/2014 17:53 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 10.2 I 05/28/2014 17:53 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 220 05/28/2014 17:53 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/14/2014 14:00 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0265 I 05/19/2014 16:42 05/19/2014 16:42 MG/L 0.018 0.04 1 26 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 11A . To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231908 Collection Information: Client ID : 1113-8 Sample Date: 5/13/2014 1:00:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 3 I 05/15/2014 12:25 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:03 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 2.06 05/19/2014 16:43 05/19/2014 16:43 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.183 (t) 05/15/2014 13:37 MG/L 0.0022 0.1 1 Arsenic 6010 7.72 I 05/28/2014 18:00 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 14.6 05/28/2014 18:00 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 16.2 I 05/28/2014 18:00 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 193 05/28/2014 18:00 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/14/2014 14:01 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0354 I 05/19/2014 16:43 05/19/2014 16:43 MG/L 0.018 0.04 1 27 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 irl7av To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231909 Collection Information: Client ID : 1113-9 Sample Date: 5/13/2014 1:20:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 5 I 05/15/2014 12:30 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:04 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.63 05/19/2014 16:45 05/19/2014 16:45 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.138 (t) 05/15/2014 13:37 MG/L 0.0022 0.1 1 Arsenic 6010 6.16 I 05/28/2014 1:25 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 22.1 05/28/2014 1:25 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 5.95 I 05/28/2014 1:25 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 163 05/28/2014 1:25 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0011 U (t) 05/14/2014 14:02 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0205 I 05/19/2014 16:45 05/19/2014 16:45 MG/L 0.018 0.04 1 28 of 50 -CERTIFICATE OF ANALYSIS- iia,ci:4 di_ 411 FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231910 Collection Information: Client ID : 1113-10 Sample Date: 5/13/2014 2:35:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 10 I 05/15/2014 12:40 MG/L 1 20 1 Ammonia 350.1 0.113 I 05/14/2014 18:06 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 2.45 05/19/2014 16:46 05/19/2014 16:46 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.241 (t) 05/15/2014 13:38 MG/L 0.0022 0.1 1 Arsenic 6010 9.75 I 05/28/2014 1:32 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 162 05/28/2014 1:32 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 12.6 I 05/28/2014 1:32 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 235 05/28/2014 1:32 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0814 (t) 05/14/2014 14:03 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.204 05/19/2014 16:46 05/19/2014 16:46 MG/L 0.018 0.04 1 29 of 50 -CERTIFICATE OF ANALYSIS- FLDOII#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231911 Collection Information: Client ID : 1113-11 Sample Date: 5/13/2014 2:45:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 7 I 05/15/2014 12:50 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:07 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.92 05/19/2014 16:47 05/19/2014 16:47 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.00275 V I (t) 05/15/2014 13:39 MG/L 0.0022 0.1 1 Arsenic 6010 6.41 I 05/28/2014 1:39 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 38.9 05/28/2014 1:39 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 7.16 I 05/28/2014 1:39 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 214 05/28/2014 1:39 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.00691 I (t) 05/14/2014 14:04 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0865 05/19/2014 16:47 05/19/2014 16:47 MG/L 0.018 0.04 1 30 of 50 -CERTIFICATE OF ANALYSIS- 4-Oripir FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231912 Collection Information: Client ID : 1113-12 Sample Date: 5/13/2014 2:20:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 3 I 05/15/2014 12:55 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:08 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.24 05/19/2014 16:48 05/19/2014 16:48 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0158 V I (f) 05/15/2014 13:39 MG/L 0.0022 0.1 1 Arsenic 6010 8.63 I 05/28/2014 1:45 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 19.3 05/28/2014 1:45 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 10.6 I 05/28/2014 1:45 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 228 05/28/2014 1:45 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/14/2014 14:04 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0316 I 05/19/2014 16:48 05/19/2014 16:48 MG/L 0.018 0.04 1 31 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231913 Collection Information: Client ID : 1113-13 Sample Date: 5/13/2014 9:20:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 6 I 05/15/2014 13:00 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:09 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.862 I 05/19/2014 16:49 05/19/2014 16:49 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 1.23 (t) 05/15/2014 13:40 MG/L 0.0022 0.1 1 Arsenic 6010 3.31 U 05/28/2014 1:53 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 147 05/28/2014 1:53 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 21.3 05/28/2014 1:53 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 123 05/28/2014 1:53 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.232 (f) 05/14/2014 14:05 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.24 05/19/2014 16:49 05/19/2014 16:49 MG/L 0.018 0.04 1 32 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 Ii''i.: .-I GI, To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231914 Collection Information: Client ID : 1113-14 Sample Date: 5/13/2014 9:00:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 13 I 05/15/2014 13:05 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:10 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.85 05/19/2014 16:53 05/19/2014 16:53 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0121 V I (t) 05/15/2014 13:41 MG/L 0.0022 0.1 1 Arsenic 6010 5.43 I 05/28/2014 2:00 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 66.8 05/28/2014 2:00 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 6.86 I 05/28/2014 2:00 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 133 05/28/2014 2:00 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0331 (t) 05/14/2014 14:08 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.146 05/19/2014 16:53 05/19/2014 16:53 MG/L 0.018 0.04 1 • 33 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 j1L d $ To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231915 Collection Information: Client ID : 1113-15 Sample Date: 5/13/2014 9:30:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 4 I 05/15/2014 13:10 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:18 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.5 05/19/2014 16:54 05/19/2014 16:54 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.00957 V I (t) 05/15/2014 13:43 MG/L 0.0022 0.1 1 Arsenic 6010 7.99 I 05/28/2014 2:06 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 39.4 05/28/2014 2:06 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 5.64 I 05/28/2014 2:06 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 140 05/28/2014 2:06 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0011 U (t) 05/14/2014 14:09 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.018 U 05/19/2014 16:54 05/19/2014 16:54 MG/L 0.018 0.04 1 34 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231916 Collection Information: Client ID : 1113-16 Sample Date: 5/13/2014 3:20:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 10 I 05/15/2014 13:15 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:19 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.7 05/19/2014 16:55 05/19/2014 16:55 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0022 U (t) 05/15/2014 13:43 MG/L 0.0022 0.1 1 Arsenic 6010 9.14 I 05/28/2014 2:13 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 50.5 05/28/2014 2:13 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 4.88 I 05/28/2014 2:13 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 196 05/28/2014 2:13 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0949 (t) 05/14/2014 14:10 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.146 05/19/2014 16:55 05/19/2014 16:55 MG/L 0.018 0.04 1 35 of 50 -CERTIFICATE OF ANALYSIS- :400-101 d FLDOH#E84207 �,i To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231917 Collection Information: Client ID : 1113-17 Sample Date: 5/13/2014 10:10:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 8 I 05/15/2014 13:20 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:20 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.908 I 05/19/2014 16:56 05/19/2014 16:56 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0266 V I (t) 05/15/2014 13:44 MG/L 0.0022 0.1 1 Arsenic 6010 15.3 05/28/2014 2:20 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 24 05/28/2014 2:20 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 7.09 I 05/28/2014 2:20 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 130 05/28/2014 2:20 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0717 (t) 05/14/2014 14:11 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.131 05/19/2014 16:56 05/19/2014 16:56 MG/L 0.018 0.04 1 36 of 50 -CERTIFICATE OF ANALYSIS- Aill liTir FLDOH#E84207 11A l To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231918 Collection Information: Client ID : 1113-18 Sample Date: 5/13/2014 9:45:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 15 I 05/15/2014 13:25 MG/L 1 20 1 Ammonia 350.1 0.21 I 05/14/2014 18:23 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.12 05/19/2014 16:59 05/19/2014 16:59 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0743 I (t) 05/15/2014 13:45 MG/L 0.0022 0.1 1 Arsenic 6010 3.31 U 05/28/2014 2:27 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 98.2 05/28/2014 2:27 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 116 05/28/2014 2:27 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 103 05/28/2014 2:27 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.303 (t) 05/14/2014 14:13 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.358 05/19/2014 16:59 05/19/2014 16:59 MG/L 0.018 0.04 1 37 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 11L I To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231919 Collection Information: Client ID : 1113-19 Sample Date: 5/13/2014 9:55:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 5 I 05/15/2014 13:35 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/14/2014 18:25 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.718 I 05/19/2014 17:01 05/19/2014 17:01 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.171 (t) 05/15/2014 13:45 MG/L 0.0022 0.1 1 Arsenic 6010 5.84 I 05/28/2014 2:46 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 12.5 05/28/2014 2:46 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 13.1 I 05/28/2014 2:46 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 115 05/28/2014 2:46 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.448 (t) 05/14/2014 14:14 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.447 05/19/2014 17:01 05/19/2014 17:01 MG/L 0.018 0.04 1 38 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 1441t- IA ._ To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION Lab# : 351231920 Collection Information: Client ID : 1113-20 Sample Date: 5/13/2014 3:30:00 PM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 10 I 05/15/2014 13:45 MG/L 1 20 1 Ammonia 350.1 0.115 I 05/14/2014 18:26 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 2.93 05/19/2014 17:02 05/19/2014 17:02 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.231 (t) 05/15/2014 13:46 MG/L 0.0022 0.1 1 Arsenic 6010 6.8 I 05/28/2014 2:53 05/27/2014 10:08 UG/L 3.31 10 1 Copper 6010 50.8 05/28/2014 2:53 05/27/2014 10:08 UG/L 2.7 10 1 Zinc 6010 12.5 I 05/28/2014 2:53 05/27/2014 10:08 UG/L 4 20 1 Hardness A2340B 218 05/28/2014 2:53 05/27/2014 10:08 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.016 (t) 05/14/2014 14:15 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.114 05/19/2014 17:02 05/19/2014 17:02 MG/L 0.018 0.04 1 39 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 I IL A . To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION QC SUMMARY METHOD: 160.2 Method Blank: 225290MB Matrix : WQ Associated Lab Samples : 225290MB 225291LCS 225292LCSD 225294MB 225297MB 225299MB 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 Method Blank: 225294MB Matrix : WQ Associated Lab Samples : 225290MB 225291LCS 225292LCSD 225294MB 225297MB 225299MB 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 Method Blank: 225297MB Matrix : WQ Associated Lab Samples: 225290MB 225291LCS 225292LCSD 225294MB 225297MB 225299MB 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 Method Blank: 225299MB Matrix : WQ Associated Lab Samples : 225290MB 225291LCS 225292LCSD 225294MB 225297MB 225299MB 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 LABORATORY CONTROL SAMPLE: 225291LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT otal Suspended Solids MG/L 250 250 100 (80-120) LABORATORY CONTROL SAMPLE: 225292LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Suspended Solids MG/L 250 248 99.2 (80-120) 0.8 20 40 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 II L . a„ To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION METHOD: 350.1 Method Blank: 225389MB Matrix : WQ Associated Lab Samples : 225389MB 225390LCS 225391LCSD 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Ammonia U 5/14/2014 MG/L 0.02 0.25 1 LABORATORY CONTROL SAMPLE: 225390LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Ammonia MG/L 8 8.25 103.1 (90-110) LABORATORY CONTROL SAMPLE: 225391LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD 'ARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT ammonia MG/L 8 8.22 102.8 (90-110) 0.4 10 41 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 i1LL'_ To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION METHOD: 351.2 Method Blank: 225995MB Matrix : WQ Associated Lab Samples: 225995MB 225996LCS 225997LCSD 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Kjeldahl Nitrogen U 5/19/2014 5/19/2014 MG/L 0.038 1 1 LABORATORY CONTROL SAMPLE: 225996LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Kjeldahl Nitrogen MG/L 12.5 13.4 107.2 (90-110) LABORATORY CONTROL SAMPLE: 225997LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD °ARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT otal Kjeldahl Nitrogen MG/L 12.5 13.3 106.4 (90-110) 0.7 10 42 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 iIki To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION METHOD: 353.2 Method Blank: 225595MB Matrix : WQ Associated Lab Samples : 225595MB 225596LCS 225597LCSD 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Nitrate+Nitrite 0.00281 I 5/15/2014 MG/L 0.0022 0.1 1 LABORATORY CONTROL SAMPLE: 225596LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Nitrate+Nitrite MG/L 1 0.971 97.1 (90-110) LABORATORY CONTROL SAMPLE: 225597LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD "ARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT ovitrate+Nitrite MG/L 1 1.02 102 (90-110) 4.9 10 43 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 Its • �i To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION METHOD: 6010 Method Blank: 226882MB Matrix : WQ Associated Lab Samples : 226882MB 226883LCS 226884LCSD 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Arsenic U 5/27/2014 5/27/2014 UG/L 3.31 10 1 Copper U 5/27/2014 5/27/2014 UG/L 2.7 10 1 Zinc U 5/27/2014 5/27/2014 UG/L 4 20 1 LABORATORY CONTROL SAMPLE: 226883LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Arsenic ug/L 500 500 99.9 (80-120) Copper ug/L 500 495 98.9 (80-120) is ug/L 500 500 100 (80-120) LABORATORY CONTROL SAMPLE: 226884LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Arsenic ug/L 500 513 102.5 (80-120) 2.6 20 Copper ug/L 500 509 101.8 (80-120) 2.8 20 Zinc ug/L 500 516 103.3 (80-120) 3.3 20 44 of 50 -CERTIFICATE OF ANALYSIS- 4411141Pit FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION METHOD: SM4500-P_F Method Blank: 225884MB Matrix : WQ Associated Lab Samples: 225884MB 225885LCS 225886LCSD 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Ortho-Phosphate U 5/14/2014 MG/L 0.0011 0.01 1 LABORATORY CONTROL SAMPLE: 225885LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Ortho-Phosphate MG/L 1 0.994 99.4 (90-110) LABORATORY CONTROL SAMPLE: 225886LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD 'ARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT urtho-Phosphate MG/L 1 0.995 99.5 (90-110) 0.1 20 45 of 50 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 111C .2 GI, To: Richard Gorsira WORK ORDER: 3512319 CH2M Hill PROJECT ID: PELICAN BAY SERVICES DIVISION METHOD: SM4500-P F Method Blank: 226089MB Matrix : WQ Associated Lab Samples : 226089MB 226090LCS 226091LCSD 351231901 351231902 351231903 351231904 351231905 351231906 351231907 351231908 351231909 351231910 351231911 351231912 351231913 351231914 351231915 351231916 351231917 351231918 351231919 351231920 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Phosphorus U 5/19/2014 5/19/2014 MG/L 0.018 0.04 1 LABORATORY CONTROL SAMPLE: 226090LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Phosphorus MG/L 5 5.25 105 (90-110) LABORATORY CONTROL SAMPLE: 226091LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD ^ARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT otal Phosphorus MG/L 5 5.26 105.2 (90-110) 0.2 20 46 of 50 co u) N O E N M O a_ M 0 O o r o co v c70" o t � "rt ? 'i999 - TTY ii ► I ► � t_ 061 0 E O E n �, I E a 'o d a 3 F a .0 .0 .O .0 .0 .0 .0 .0 .0 _a .0 .0 .0 .0 .a .0 .0 .0 .0 *a' o Z 0 E cL as as as ro as m (� m m m as Eli m m as °- U 0 0 0 0 0 0 0 0 0 0 0 CD 0 0 0 CD CD (D 0 as .Q ' O a L `. r. CI (£ONH)N. \S r(—cce c 6 St/`UZ`n0 a ,n' p ssaupieH 6 ...... 44- \ ..., Cie' .- ti 3 ? (bOSZH)dl Ci El. 0 'N711 0 o 0o V u, 0 `ZON-EON m `N-tHN Z . a) . c a M Q v E al e v� M (3NON) T co' O V) �, doy;�O m >, LJ. 0 0 in 'SS1 0 0 '► >I RS CO N o N U ► O m C a) (a 2 a3 Q ch . N U = y Z § Q clO £ a M M co M co co co co CO co co co co co M M M co co V 8 '��c" S,g (� O 2 m eM- Z U 1 M` � 'h( • a a U v I- oo 1 J` 10 0 `2S •ovl x 0 a) a) 41 d a) a1 a) 0) a) 0 a) a) 0 0 a) 0 0 CO E 0 O - 0 R m CO as Cu CO CO CO Ca m CO CO as CO CO m Cu Cu CO ca ►_ d 3 3 .31 o ❑• 0 �< lye p O o M M 3 O ra th 4.. 4 N o M N an N 0300 00 x ? s a`0 0 r 00 M M1' r h O v-' w 0 00 00 0 — ` O Oo � '- Ob -0 E a F a' _ is U tv (v N ^� '� N N N N° ry N N (V (� N T�+ ❑ \\ �� \\ \ N. \\� `.\ \M M M M M ` Mn V)v MM t�M M \ ti./ emu\ k"LA LA L.,,Lr)',^ LA u% ►n �CnHNhk 1L In :: 1�° 0000 €) 00040O000 ©OC ). o r Vi t� — e- N co g w m n CO 0) o w r� v LO CO r CO rn , k O. M M M M C) M M M M (,j M M M M M M M M C) Cd GO C4 CO . . . . . . T e- T ° ; co oo \o `n U v ,-i oo . m 'yam t3 ^ p • - 0 0' 5 74 i. «, >- ▪C E C. ^^ M -- is 0 Z 0) �? Z O ,t1 .a `a co M o O 0 Z }1 ZI I N °1I 6 < O o. - U 0 -P a s co W w N O m Ce Ce m m Q W f°I a •r:( --1 W ZI o0 • m Y 00 N v� s� Cu a aaomww ° wOw � -JD ¢ < I—iwz ¢ Ctd ° n o ee x E o o o o _1 -J _1 0 a ? > v Q 0. z ¢ o CI a a v1NI (0 aIU) coda-iNI V) a u'1code- NI U) al U) c°IrIR t N rrf� C 1 00 E+ a s N N N N N N co ch M ro M M 01 m co re • 47 of 50 1\ '4'-• co N O N O a' \. N r M o N. o- M U O n l ou d t` co o co R \ L L I. E ui i o a p d ..�, O 1- 0- .0 .0 .0 _0 .0 .0 .0 .0 Q .0 • Q -0 .0 • .0 m m ' Z a) E m m m m E` E.°. Fs_ EE' E_3 m m m m m • m 0 0 1 1 E C� 47 C7 C9 C9 C9 C9 C 9 C9 C C� v7 �i, O C9 C9 0 �- N m s �J 'o N CD N N M (£ONH) m �' S'd'UZ'n0 T - T T T T T T 'T T T T T T T ^ V J :cra' Lei ■1-' 0 `sseupJeH •� h co d (�OSZH)`dl A� CI L a) N m 'NMI T T T T T . . . . . dL o v N d `-ZON-CON p o E z �, m 0 a N tiHN s M `a T u r u� M (3NON) 1C` o O YO T T T T T T T T T T ^ ' T T T r m D °' d 4 LL E'' w" d v> y 'SS' - y I z• m co . coo N - TD 0 . c9 to UJ = _CC J T J tO O i .T ihU J m s R M M M M M M M M c'1= 0 z U M • Q. a U v F Q eV x C� • m a) m o m d °' m o `m `m • `m a; m\ E U a •• is (C m iC m e is CO m ro C • is R m m CO E ( v ~ 0 1 o U LI _IA cu M tr+ ' C6 I lbw a u' � H Ll. � kn `D_ � O D i= y' v xs a, y 7 S J' 4.3' . S- 3' A- S , f 0 �p .,. CO U N ,, r,e ;., A RN l3 !" i 1,,,, ti\ m rA I" VI rA l'A = Zs- '‘‘ Am o • •0 o o 0 o a o 0 m 0 r o o N LI) CD r CO CD o T N C) el Lo' o CT) 0 N N N N N N N N M M N l M c? M M IN In G M M CO CO CO CO CO CO CO CO CO II, M d T T T T . . . . . T t � o CO fr �� 1,- © ,-( et relii >-, :\s M is • , CO ct M c TI I- Z oI Q V, Z a U m J°eu _ Q I O N M V m 0 Q , - u i id 5 , O• w 0 G V) U n I I I I N V O m 1 •€1 Q Oa' � m . to U U W w W W V m 1 all - cco Q Q Q Q Q ill O n. C I Nin = a, w a ommmmon. uo- I I = J I I mm a o O 0 I 1 , , I 1 I 1 I 1 1 0 Lc?et co T N co '7 <O I r CO Cr.) T T N M��• E a m a' VD 00 E-1 a s r> v v a v er v et 4 v v 1n Lo cn co cn CC CC 48 of 50 Sample Receipt Confirmation Sheet Client Information SDG: 3512319 Level: 1 Client: CH2M Hill Date Recd: 5113/2014 9:30:00 PM Profile: 91208 Project: Pelican Bay Profile Name: Pelican Bay Sample Verification Samples/Cooler Secure? Yes COC Present? Yes Temperature of Samples: 5.4 All Samples on COC accounted For? Yes Number of Coolers Received: 4 All Samples Recd Intact? Yes Temp Gun ID: 130544071 Sample Vol.Sufficient For Analysis Yes pH Verified? Yes Samples Recd W/I Hold Time? Yes pH WNL? Yes Are All Samples to be Analyzed? Yes Samples Received By: Courier Correct Sample Containers? Yes Tracking Number: COC Comments written on COC? Yes Profile Picked By: MG Samplers Initials on COC? Yes Soil Origin (Domestic/Foreign): Sample Date/Time Indicated? Yes Site Location/Project on COC? Yes TAT Requested: STD Client Project#on COC? Yes Client Requests Verbal Results? No Project Mgr. Indicated on COC? Yes Client Requests Faxed Results? No COC relinquished/Dated by Client? Yes Specific Subcontract Indicated? No COC Received/Dated by SA? Yes Written on Outside Lab Board? No Written on Internal COC? Yes Radioactivity Check? No Lab to Conduct ALL Analyses? Yes Comments Specific tests noted on COC. LABEL REVIE 44L---( PEER REVIEW 0")-1-\ ' Wednesday,May 14,2014 Page 1 of 1 49 of 50 End Of Report 290514 1431 50 of 50 Date Reported: 0 SPECTRUM ANALYTICAL,INC. Final Report 28-May-14 Featuring ❑Re-Issued Report HANISAL TECHNOLOGY ❑Revised Report Laboratory Report CH2M Hill Project# 3512329 4350 West Cypress Street Project: Pelican Bay Services Division Suite 600 Tampa,FL 33607 Attn:Richard Gorsira Laboratory ID Client Sample ID Matrix Date Sampled Date Received 351232901 1113-33 W 14-May-14 7:50 14-May-14 21:30 351232902 1113-35 W 14-May-14 7:40 14-May-14 21:30 351232903 1113-36 W 14-May-14 8:05 14-May-14 21:30 351232904 1113-37 W 14-May-14 8:45 14-May-14 21:30 351232905 1113-38 W 14-May-14 8:30 14-May-14 21:30 351232906 1113-39 W 14-May-14 9:05 14-May-14 21:30 351232907 1113-40 W 14-May-14 9:15 14-May-14 21:30 351232908 1113-41 W 14-May-14 9:25 14-May-14 21:30 351232909 1113-42 W 14-May-14 9:40 14-May-14 21:30 351232910 1113-34 W 14-May-14 10:10 14-May-14 21:30 351232911 1113-43 W 14-May-14 8:35 14-May-14 21:30 351232912 1113-44 W 14-May-14 9:55 14-May-14 21:30 351232913 1113-47 W 14-May-14 7:10 14-May-14 21:30 351232914 1113-49 W 14-May-14 8:10 14-May-14 21:30 Soil samples are reported on dry weight basis,unless otherwise noted. Submitted material will be retained for 30 days unless otherwise requested by client or consumed in analysis. I attest that the information contained within the report has been reviewed for accuracy and checked against the quality control requirements for each method.The results relate only to the samples(s)as received.This report may not be reproduced,except in full,without written approval from Spectrum Analytical. All applicable NELAC or USEPA CLP requirements have been met unless noted in the case narrative. Please contact the laboratory at 813-888-9507 with any questions regarding the data contained in the laboratory report. Florida E84207 Respectfully Submitted, Texas T104704408-13-5 r South Carolina 96011001 i,... North Dakota R-178 Califomia 07253CA �, Brian Spann Louisiana 02025 Laboratory Director Kansas E-10385 LABORATORY ACCREDITATION Spectrum Analytical,Inc.Florida Division Arkansas 11-036-1 BUREAU ACCREDITED Certificate#L2259 Testing Spectrum Analytical,Inc. 1 8405-A Benjamin Rd I Tampa I Florida 1 33634 1 813-888-9507 1 813-889-7128 www.spectrum-analyticakcom 1 of 44 Spectrum Analytical, Inc. FL Division featuring Hanibal Technology DATA QUALIFIER CODES State of Florida, Department of Environmental Protection and Department of Health Rehabilitative Services / NELAC The reported value is between the laboratory method detection limit and the laboratory practical quantitation limit. Estimated value; value not accurate. This code shall be used in the following instances: 1.Surrogate recovery limits have been exceeded. 2. No known quality control criteria exits for the component. 3.The reported value did not meet the established quality control criteria for either precision or accuracy but falls within the NELAC marginal exceedance range. 3M.The reported value did not meet the established quality control criteria for either precision or accuracy and falls beyond the NELAC range for marginal exceedances. 3R.The RPD for the LCSD exceeds the laboratory established control limits. 4.The sample matrix interfered with the ability to make an accurate determination. 5.The data is questionable because of improper laboratory or field protocols (e.g. composite sample was collected instead of a grab sample). L Off-scale high. Actual value is known to be greater than the value given. To be used when the concentration of the analyte is above the acceptable limit for quantitation (exceeds the linear range of the highest calibration standard) and the calibration curve is known to exhibit a negative deflection. Q Sample held beyond acceptable holding time. This code shall be used if the value is derived from a sample that was prepared or analyzed after the approved holding time restrictions for the sample preparation or analysis. U Indicates that the compound was analyzed for but not detected above the method detection limit (MDL). Indicates that the analyte was detected at or above the method detection limit in both the sample and the associated method blank and the value in the sample is less than 10 times the value found in the method blank. y The laboratory analysis was from an unpreserved or improperly preserved sample. The data may not be accurate. RL-Reporing Limit. The Spectrum Analytical,Inc. lowest Practical Quanititation Limit(PQL),defined by the lowest point in the calibration curve. 2 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E160.2 IV. PREPARATION Water samples were prepared according to PEL Laboratory's Standard Operating Procedures and EPA Method 160.2. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature:, Name:Troy L.Roberts Title:Inorg,Manager SIGNED: DATE: 05/19/2014 4 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method A2340B IV. PREPARATION Water samples were prepared according to Spectrum Analytical Inc. Laboratory's SOP and EPA Method 3010A for Ca and Mg analysis by 6010B. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): All acceptance criteria were met. 2. Post Digestion Spike: _ Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): 5 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512329 Client: CH2M Hill No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. Analytes were detected in Equipment Blank 1113-47.The following analyte(s)were detected below RL: Hardness at 0.298 . I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: L V �l Name:Troy L.Roberts Title: Manager SIGNED: • DATE: 05/28/2014 6 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E350.1 IV. PREPARATION Water samples were prepared by EPA Method 350.1/SM4500-NH3 G. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s) had element concentrations below the RL: 226101ICB was analyzed on 05/20/14 15:01.The following analyte(s)were detected below RL: Ammonia at-0.124 MG/L. 226108CCB was analyzed on 05/20/14 15:15.The following analyte(s)were detected below RL: Ammonia at-0.125 MG/L. 226110CCB was analyzed on 05/20/14 15:30.The following analyte(s)were detected below RL: Ammonia at-0.141 MG/L. 226112CCB was analyzed on 05/20/14 15:40.The following analyte(s)were detected below RL: Ammonia at-0.0915 MG/L. Samples coded accordingly. The hit in the blank is below the RL,therefore, no corrective action was taken. 2. Method Blanks: All acceptance criteria were met. 7 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed. All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. • Signature: --------_-_---------- Name:Troy L. ii berts Title:Inorrg.Manager SIGNED: DATE: 05/21/2014 8 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD • Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E351.2 IV. PREPARATION Water samples were prepared according to Spectrum Laboratory's Standard Operating Procedures and EPA Method 351.2. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s) had element concentrations below the RL: 225969ICB was analyzed on 05/19/14 17:28.The following analyte(s)were detected below RL:Total Kjeldahl Nitrogen at-0.16 MG/L. 225976CCB was analyzed on 05/19/14 17:40.The following analyte(s)were detected below RL:Total Kjeldahl Nitrogen at-0.296 MG/L. 225980CCB was analyzed on 05/19/14 17:55.The following analyte(s)were detected below RL: Total Kjeldahl Nitrogen at-0.464 MG/L. 225984CCB was analyzed on 05/19/14 18:08.The following analyte(s)were detected below RL:Total Kjeldahl Nitrogen at-0.446 MG/L. Samples coded accordingly. The hits in the blank are below the Reporting Limit,therefore no corrective action was taken. 2. Method Blanks: 9 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. • Signature: Name:Troy L.16berts Title:Inorg.Manager SIGNED: DATE: 05/23/2014 • 10 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method E353.2 IV. PREPARATION No preparation method required V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s) had element concentrations below the RL: 225569ICB was analyzed on 05/15/14 14:15.The following analyte(s)were detected below RL: Nitrate+ Nitrite at 0.00359 MG/L. 225582CCB was analyzed on 05/15/14 14:26.The following analyte(s)were detected below RL: Nitrate+ Nitrite at 0.00274 MG/L. 225584CCB was analyzed on 05/15/14 14:31.The following analyte(s)were detected below RL: Nitrate + Nitrite at 0.00418 MG/L. Samples coded accordingly. The hit in the blanks is below the RL,therefore, no corrective action was taken. 2. Method Blanks: All acceptance criteria were met with the exception of: 11 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512329 Client: CH2M Hill Blank 225570MB was analyzed with the water samples on 05/15/14.The following analyte(s)were detected below RL: Nitrate at 0.00493 MG/L,Nitrate+ Nitrite at 0.00493 MG/L Samples coded accordingly. The hit in the blank is below the RL,therefore, no corrective action was taken. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. Analytes were detected in Equipment Blank 1113-47.The following analyte(s)were detected above RL: Nitrate + Nitrite at 0.173 MG/L. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. 12 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc.Lab Reference No./SDG: 3512329 Client: CH2M Hill • Signature:, ( I Name:Troy L.Riiberts Title:Inorg.Manager SIGNED: DATE: 05/19/2014 13 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method SW6010C IV. PREPARATION Water samples were prepared according to Spectrum Analytical Inc. Laboratory's Standard Operating Procedures and EPA Method 3010A for Total Metals. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: All acceptance criteria were met. 14 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: All acceptance criteria were met. F. ICP Interference Check Samples: All acceptance criteria were met. G. Samples: Sample analysis proceeded normally. Analytes were detected in Equipment Blank 1113-47.The following analyte(s)were detected below RL: Zinc at 6.04 ug/L.The following analyte(s)were detected above RL: Calcium at 103 ug/L. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person, as, verified by the following signature. Signature: Name:Troy L.Roberts Title: Manager SIGNED: DATE: 05/27/2014 • 15 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method SM4500-P_F IV. PREPARATION Water samples were prepared according to Spectrum Laboratory's Standard Operating Procedures and EPA Method SM4500-P F-oP. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s)had element concentrations below the RL: 225433ICB was analyzed on 05/15/14 19:11.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.009 MG/L. 225440CCB was analyzed on 05/15/14 19:20.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.00195 MG/L. 225442CCB was analyzed on 05/15/14 19:30.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.00197 MG/L. 225446CCB was analyzed on 05/15/14 19:37.The following analyte(s)were detected below RL: Ortho-Phosphate at-0.00735 MG/L. Samples coded accordingly. The hits in the blank are below the Reporting Limit,therefore no corrective action was taken. 2. Method Blanks: 16 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): An LCS/LCSD set was analyzed.All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C. Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc.,both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person, as, verified by the following signature. Signature: ( /4 Name:Troy L.R"berts Title:Inorg.Manager SIGNED: DATE: 05/21/2014 17 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill I. RECEIPT No exceptions were encountered unless a Sample Receipt Exception Report is attached to the Chain-of- Custody or a communication form is included in the addendum with this package. II. HOLDING TIMES A. Sample Preparation: All holding times were met. B. Sample Analysis: All holding times were met. III. METHOD Samples were analyzed according to Spectrum Analytical's Standard Operating Procedures and Method SM4500-P_F IV. PREPARATION Water samples were prepared according to PEL Laboratory's Standard Operating Procedures and EPA 365.4/ SM4500-P_F. V. ANALYSIS A. Calibration: All acceptance criteria were met. B. Blanks: 1. Calibration Blanks: All acceptance criteria were met. No action required. The following ICB/CCB(s) had element concentrations below the RL: 226060CCB was analyzed on 05/19/14 17:40.The following analyte(s)were detected below RL:Total Phosphorus at-0.0397 MG/L. Samples coded accordingly. The hit in the blank is below the RL,therefore, no corrective action was taken. 2. Method Blanks: All acceptance criteria were met. C. Spikes: 1. Laboratory Control Spikes(LCS): 18 of 44 CASE NARRATIVE Inorganic Spectrum Analytical Inc. Lab Reference No./SDG: 3512329 Client: CH2M Hill An LCS/LCSD set was analyzed. All percent recovery and relative percent difference(RPD) criteria were met. 2. Post Digestion Spike: Not applicable. 3. Matrix Spike/Matrix Spike Duplicate Samples(MS/SD): No spikes requested by client. D. Duplicate: No sample duplicates are reported with this method. (Spike duplicates are referenced above in section C.Spikes.) E. Serial Dilution: Not applicable. F. ICP Interference Check Samples: Not Applicable. G. Samples: Sample analysis proceeded normally. I certify that this data package is in compliance with the terms and conditions agreed to by the client and Spectrum Analytical Inc., both technically and for completeness,except for the conditions noted above. Release of the data contained in this hardcopy data package has been authorized by the Laboratory Manager or designated person,as, verified by the following signature. Signature: Name:Troy L.Rfoberts Title:Inorg.Manager SIGNED: DATE: 05/21/2014 19 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232901 Collection Information: Client ID : 1113-33 Sample Date: 5/14/2014 7:50:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 25 05/15/2014 15:35 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/20/2014 15:06 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.638 I 05/19/2014 17:44 05/19/2014 17:44 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0103 V I (t) 05/15/2014 14:17 MG/L 0.0022 0.1 1 Arsenic 6010 3.31 U 05/23/2014 14:32 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 40.4 05/23/2014 14:32 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 7.8 I 05/23/2014 14:32 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 88.6 05/23/2014 14:32 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/15/2014 19:15 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0522 05/19/2014 17:44 05/19/2014 17:44 MG/L 0.018 0.04 1 20 of 44 -CERTIFICATE OF ANALYSIS- iMeili FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232902 Collection Information: Client ID : 1113-35 Sample Date: 5/14/2014 7:40:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 3 I 05/15/2014 15:45 MG/L 1 20 1 Ammonia 350.1 0.138 I 05/20/2014 15:09 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.856 I 05/19/2014 17:47 05/19/2014 17:47 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0133 V I (t) 05/15/2014 14:18 MG/L 0.0022 0.1 1 Arsenic 6010 7.05 I 05/23/2014 14:46 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 61.7 05/23/2014 14:46 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 11.6 I 05/23/2014 14:46 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 126 05/23/2014 14:46 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0916 (t) 05/15/2014 19:17 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.209 05/19/2014 17:47 05/19/2014 17:47 MG/L 0.018 0.04 1 21 of 44 -CERTIFICATE OF ANALYSIS- 1411, FLDOH#E84207 1r1 L-1 d_ k To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232903 Collection Information: Client ID : 1113-36 Sample Date: 5/14/2014 8:05:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 4 I 05/15/2014 15:50 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/20/2014 15:11 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.432 I 05/19/2014 17:48 05/19/2014 17:48 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0111 V I (t) 05/15/2014 14:19 MG/L 0.0022 0.1 1 Arsenic 6010 4.92 I 05/23/2014 14:52 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 26.5 05/23/2014 14:52 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 4.4 I 05/23/2014 14:52 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 121 05/23/2014 14:52 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0223 (t) 05/15/2014 19:18 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.136 05/19/2014 17:48 05/19/2014 17:48 MG/L 0.018 0.04 1 22 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 14111k.7-10k To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232904 Collection Information: Client ID : 1113-37 Sample Date: 5/14/2014 8:45:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 I 05/15/2014 15:55 MG/L 1 20 1 Ammonia 350.1 0.159 I 05/20/2014 15:16 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.564 I 05/19/2014 17:49 05/19/2014 17:49 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.00484 V I (f) 05/15/2014 14:21 MG/L 0.0022 0.1 1 Arsenic 6010 4.72 I 05/23/2014 14:59 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 31.7 05/23/2014 14:59 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 10.4 I 05/23/2014 14:59 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 109 05/23/2014 14:59 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0203 (t) 05/15/2014 19:21 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0791 05/19/2014 17:49 05/19/2014 17:49 MG/L 0.018 0.04 1 23 of 44 -CERTIFICATE OF ANALYSIS- /alitli FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232905 Collection Information: Client ID : 1113-38 Sample Date: 5/14/2014 8:30:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 U 05/15/2014 16:00 MG/L 1 20 1 Ammonia 350.1 0.137 I 05/20/2014 15:17 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.601 I 05/19/2014 17:51 05/19/2014 17:51 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0473 V I (f) 05/15/2014 14:21 MG/L 0.0022 0.1 1 Arsenic 6010 5.07 I 05/23/2014 15:06 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 58.7 05/23/2014 15:06 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 9.99 I 05/23/2014 15:06 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 110 05/23/2014 15:06 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.0247 (t) 05/15/2014 19:22 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.139 05/19/2014 17:51 05/19/2014 17:51 MG/L 0.018 0.04 1 24 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 II G To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232906 Collection Information: Client ID : 1113-39 Sample Date: 5/14/2014 9:05:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 U 05/15/2014 16:05 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/20/2014 15:18 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.998 I 05/19/2014 17:52 05/19/2014 17:52 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0127 V I (t) 05/15/2014 14:22 MG/L 0.0022 0.1 1 Arsenic 6010 7.42 I 05/23/2014 15:13 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 9.72 I 05/23/2014 15:13 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 5.07 I 05/23/2014 15:13 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 210 05/23/2014 15:13 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.00224 I (f) 05/15/2014 19:23 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0362 I 05/19/2014 17:52 05/19/2014 17:52 MG/L 0.018 0.04 1 25 of 44 -CERTIFICATE OF ANALYSIS- a4111FLDOH#E84207 r11,_ Oki To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232907 Collection Information: Client ID : 1113-40 Sample Date: 5/14/2014 9:15:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 U 05/15/2014 16:10 MG/L 1 20 1 Ammonia 350.1 0.178 I 05/20/2014 15:19 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.25 05/19/2014 17:53 05/19/2014 17:53 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0129 V I (t) 05/15/2014 14:22 MG/L 0.0022 0.1 1 Arsenic 6010 5.98 I 05/23/2014 15:32 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 6.39 I 05/23/2014 15:32 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 4 U 05/23/2014 15:32 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 287 05/23/2014 15:32 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.002 I CO 05/15/2014 19:24 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0549 05/19/2014 17:53 05/19/2014 17:53 MG/L 0.018 0.04 1 26 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232908 Collection Information: Client ID : 1113-41 Sample Date: 5/14/2014 9:25:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 4 I 05/15/2014 16:15 MG/L 1 20 1 Ammonia 350.1 0.135 I 05/20/2014 15:20 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.3 05/19/2014 17:56 05/19/2014 17:56 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0022 U (t) 05/15/2014 14:23 MG/L 0.0022 0.1 1 Arsenic 6010 6.13 I 05/23/2014 15:39 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 6 I 05/23/2014 15:39 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 8.86 I 05/23/2014 15:39 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 219 05/23/2014 15:39 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/15/2014 19:24 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.0546 05/19/2014 17:56 05/19/2014 17:56 MG/L 0.018 0.04 1 27 of 44 -CERTIFICATE OF ANALYSIS- .--` FLDOH#E84207 II To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232909 Collection Information: Client ID : 1113-42 Sample Date: 5/14/2014 9:40:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 5 I 05/15/2014 16:20 MG/L 1 20 1 Ammonia 350.1 0.11 I 05/20/2014 15:21 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.06 05/19/2014 17:57 05/19/2014 17:57 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0144 V I (t) 05/15/2014 14:23 MG/L 0.0022 0.1 1 Arsenic 6010 4.58 I 05/23/2014 15:45 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 12.4 05/23/2014 15:45 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 5.66 I 05/23/2014 15:45 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 200 05/23/2014 15:45 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0327 (t) 05/15/2014 19:25 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.0955 05/19/2014 17:57 05/19/2014 17:57 MG/L 0.018 0.04 1 28 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 ilL ! ti To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232910 Collection Information: Client ID : 1113-34 Sample Date: 5/14/2014 10:10:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 12 I 05/15/2014 16:30 MG/L 1 20 1 Ammonia 350.1 0.148 I 05/20/2014 15:23 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 1.54 05/19/2014 17:58 05/19/2014 17:58 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0142 V I (t) 05/15/2014 14:24 MG/L 0.0022 0.1 1 Arsenic 6010 3.66 I 05/23/2014 15:52 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 103 05/23/2014 15:52 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 4.8 I 05/23/2014 15:52 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 130 05/23/2014 15:52 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500 P_F 0.679 (t) 05/15/2014 19:26 MG/L 0.0011 0.01 1 Total Phosphorus SM4500 P_F 0.887 05/19/2014 17:58 05/19/2014 17:58 MG/L 0.018 0.04 1 29 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 leTriki To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232911 Collection Information: Client ID : 1113-43 Sample Date: 5/14/2014 8:35:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 U 05/15/2014 16:40 MG/L 1 20 1 Ammonia 350.1 0.124 I 05/20/2014 15:24 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.78 I 05/19/2014 18:00 05/19/2014 18:00 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0164 V I (t) 05/15/2014 14:24 MG/L 0.0022 0.1 1 Arsenic 6010 4.67 I 05/23/2014 15:59 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 2.7 U 05/23/2014 15:59 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 4 U 05/23/2014 15:59 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 213 05/23/2014 15:59 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0764 (t) 05/15/2014 19:27 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.144 05/19/2014 18:00 05/19/2014 18:00 MG/L 0.018 0.04 1 30 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 1 IL To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232912 Collection Information: Client ID : 1113-44 Sample Date: 5/14/2014 9:55:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 U 05/15/2014 16:45 MG/L 1 20 1 Ammonia 350.1 0.191 I 05/20/2014 15:25 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.884 I 05/19/2014 18:01 05/19/2014 18:01 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.558 (t) 05/15/2014 14:25 MG/L 0.0022 0.1 1 Arsenic 6010 6.98 I 05/23/2014 16:06 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 5.32 I 05/23/2014 16:06 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 19.8 I 05/23/2014 16:06 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 217 05/23/2014 16:06 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.594 (t) 05/15/2014 19:28 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.808 05/19/2014 18:01 05/19/2014 18:01 MG/L 0.018 0.04 1 31 of 44 -CERTIFICATE OF ANALYSIS- 4101141pr FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232913 Collection Information: Client ID : 1113-47 Sample Date: 5/14/2014 7:10:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 1 U 05/15/2014 16:50 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/20/2014 15:26 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.038 U 05/19/2014 18:02 05/19/2014 18:02 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.173 (t) 05/15/2014 14:27 MG/L 0.0022 0.1 1 Arsenic 6010 3.31 U 05/23/2014 16:13 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 2.7 U 05/23/2014 16:13 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 6.04 I 05/23/2014 16:13 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 0.298 I 05/23/2014 16:13 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0011 U (t) 05/15/2014 19:31 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.018 U 05/19/2014 18:02 05/19/2014 18:02 MG/L 0.018 0.04 1 32 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 1 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division Lab# : 351232914 Collection Information: Client ID : 1113-49 Sample Date: 5/14/2014 8:10:00 AM Matrix : W Analysis Prep Dilution Parameter Method Results Date Date Units MDL RL Factor Total Suspended Solids 160.2 2 I 05/15/2014 16:55 MG/L 1 20 1 Ammonia 350.1 0.02 U 05/20/2014 15:31 MG/L 0.02 0.25 1 Total Kjeldahl Nitrogen 351.2 0.664 I 05/19/2014 18:05 05/19/2014 18:05 MG/L 0.038 1 1 Nitrate+Nitrite 353.2 0.0022 U (t) 05/15/2014 14:28 MG/L 0.0022 0.1 1 Arsenic 6010 4.36 I 05/23/2014 16:19 05/20/2014 17:14 UG/L 3.31 10 1 Copper 6010 25.9 05/23/2014 16:19 05/20/2014 17:14 UG/L 2.7 10 1 Zinc 6010 4.66 I 05/23/2014 16:19 05/20/2014 17:14 UG/L 4 20 1 Hardness A2340B 118 05/23/2014 16:19 05/20/2014 17:14 mg/L 0.2 1 1 Ortho-Phosphate SM4500-P_F 0.0229 (t) 05/15/2014 19:33 MG/L 0.0011 0.01 1 Total Phosphorus SM4500-P_F 0.121 05/19/2014 18:05 05/19/2014 18:05 MG/L 0.018 0.04 1 33 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division QC SUMMARY METHOD: 160.2 Method Blank: 225411MB Matrix : WQ Associated Lab Samples: 225411MB 225413LCS 225414LCSD 225417MB 225419MB 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 Method Blank: 225417MB Matrix : WQ Associated Lab Samples: 225411MB 225413LCS 225414LCSD 225417MB 225419MB 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 Method Blank: 225419MB Matrix : WQ Associated Lab Samples: 225411MB 225413LCS 225414LCSD 225417MB 225419MB 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Suspended Solids U 5/15/2014 MG/L 1 20 1 LABORATORY CONTROL SAMPLE: 225413LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Suspended Solids MG/L 250 250 100 (80-120) LABORATORY CONTROL SAMPLE: 225414LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Suspended Solids MG/L 250 247 98.8 (80-120) 1.2 20 34 of 44 -CERTIFICATE OF ANALYSIS- Afp- 1r-- FLDOH#E84207 i11-t To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division METHOD: 350.1 Method Blank: 226102MB Matrix : WQ Associated Lab Samples: 226102MB 226103LCS 226104LCSD 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Ammonia U 5/20/2014 MG/L 0.02 0.25 1 LABORATORY CONTROL SAMPLE: 226103LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Ammonia MG/L 8 8.17 102.1 (90-110) LABORATORY CONTROL SAMPLE: 226104LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT nmonia MG/L 8 7.4 92.5 (90-110) 9.9 10 35 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 141- ! To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division METHOD: 351.2 Method Blank: 225970MB Matrix : WQ Associated Lab Samples : 225970MB 225971LCS 225972LCSD 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Kjeldahl Nitrogen U 5/19/2014 5/19/2014 MG/L 0.038 1 1 LABORATORY CONTROL SAMPLE: 225971LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Kjeldahl Nitrogen MG/L 12.5 12.9 103.2 (90-110) LABORATORY CONTROL SAMPLE: 225972LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT )tal Kjeldahl Nitrogen MG/L 12.5 13.1 104.8 (90-110) 1.5 10 36 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 Its % Gli To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division METHOD: 353.2 Method Blank: 225570MB Matrix : WQ Associated Lab Samples: 225570MB 225572LCS 225573LCSD 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Nitrate 0.00493 I 5/15/2014 MG/L 0.0022 0.1 1 Nitrate+Nitrite 0.00493 I 5/15/2014 MG/L 0.0022 0.1 1 LABORATORY CONTROL SAMPLE: 225572LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Nitrate MG/L 1 0.952 95.2 (90-110) Nitrate+Nitrite MG/L 1 0.952 95.2 (90-110) LABORATORY CONTROL SAMPLE: 225573LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD ARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Nitrate MG/L 1 0.972 97.2 (90-110) 2.1 10 Nitrate+Nitrite MG/L 1 0.972 97.2 (90-110) 2.1 10 37 of 44 -CERTIFICATE OF ANALYSIS- 14151ka L'ri a_ Gs' FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division METHOD: 6010 Method Blank: 226192MB Matrix : WQ Associated Lab Samples: 226192MB 226193LCS 226194LCSD 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 351236601 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Arsenic U 5/23/2014 5/20/2014 UG/L 3.31 10 1 Copper U 5/23/2014 5/20/2014 UG/L 2.7 10 1 Zinc U 5/23/2014 5/20/2014 UG/L 4 20 1 LABORATORY CONTROL SAMPLE: 226193LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Arsenic ug/L 500 505 101 (80-120) Copper ug/L 500 509 101.8 (80-120) Zinc ug/L 500 505 101 (80-120) ABORATORY CONTROL SAMPLE: 226194LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Arsenic ug/L 500 516 103.2 (80-120) 2.2 20 Copper ug/L 500 516 103.3 (80-120) 1.5 20 Zinc ug/L 500 516 103.3 (80-120) 2.2 20 38 of 44 -CERTIFICATE OF ANALYSIS- i" FLDOH#E84207 To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division METHOD: SM4500-P F Method Blank: 225434MB Matrix : WQ Associated Lab Samples: 225434MB 225435LCS 225436LCSD 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Ortho-Phosphate U 5/15/2014 MG/L 0.0011 0.01 1 LABORATORY CONTROL SAMPLE: 225435LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Ortho-Phosphate MG/L 1 1.02 102 (90-110) LABORATORY CONTROL SAMPLE: 225436LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT tho-Phosphate MG/L 1 1.02 102 (90-110) 0 20 39 of 44 -CERTIFICATE OF ANALYSIS- FLDOH#E84207 144LIPira To: Richard Gorsira WORK ORDER: 3512329 CH2M Hill PROJECT ID: Pelican Bay Services Division METHOD: SM4500-P_F Method Blank: 226052MB Matrix : WQ Associated Lab Samples: 226052MB 226053LCS 226054LCSD 351232901 351232902 351232903 351232904 351232905 351232906 351232907 351232908 351232909 351232910 351232911 351232912 351232913 351232914 Analysis Prep Dilution Parameter Results Date Date Units MDL RL Factor Total Phosphorus U 5/19/2014 5/19/2014 MG/L 0.018 0.04 1 LABORATORY CONTROL SAMPLE: 226053LCS Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT Total Phosphorus MG/L 5 5.27 105.4 (90-110) LABORATORY CONTROL SAMPLE: 226054LCSD Matrix : WQ SPIKE LCS SPIKE %REC RPD PARAMETER UNITS CONC RESULT %REC LIMITS RPD LIMIT tal Phosphorus MG/L 5 5.35 107 (90-110) 1.5 20 40 of 44 i (- I m UJG 11 ) M 0 O E , ca a .T � I M Q ' U O ri v a 0 w v �> iii y r 7 I- G .0 .o .0 .Q .0 .Q .0 Q .0 .0 Q .o .O .0 .ca Q .o .0 m m cc Z �, E m m m m m F2 F2 Es. m 2 ca m m m cL m m coo O d m a R c,( a ti M (£ONH) v. gv`UZ■no . . . . . . . . . . . . r r r r r r r m '. ....O `SSOUpJeH a ,y i tN. ? °OSZH)dl m m `N)il i ?V L o v y a 'ZON-£ON ° p m 'N-171-IN V m a,, 0) V co Q is cM (3NON) in `O Cry m dO PO m a co m d 'S$1 . N ' T•3 W C m M N U ftS 0.* m , . O LL 4 ° m .1-- N U y § m s m cocoM coM M coM M M coM M cocoM M coM !V Q , E 0 ■ J c a a U v 1- co ( t •= d a) d a) d d a) d a) 0 0 d a) N m N N a1 a) E t- . , C) CO CO m m CO CO CO CO CO CO m m CO CO CO CO m m '- �` ,?' L O U ,..t CI VQ' Co tit I. I■ 00 tb h10 0- �( ' 660 030 E v v �'6 M CD 1 ‹ rZss �- o 01-NNNA ' ens-. Z 2? as 1s E o00000 o N 0 O N N c0 N CO CO) co N M M in co N CO 0) C N N N N N N N N N M M M N M M M (.7 M c' R is) a M M M M M M M rM M M M M rrM M M 1/2„:„.1 .,-_- Y` r-■ E o u M CZt 00 el. 00 fA h . c) — O N• flIT en 00 > ------\ -F?71 W p h C -� M � a 5 II• M 0 M y •°- Q Z W lm 1 Q W z w 1 N tD gl N U m * � M1 �1 1 tU O m J ca _I n >- >- >- >- w J U m w w d 10 m > c4 N cn z a. w a U O CO M CO CO U a U O. 1 1 = -.I a U CO CO a a • C1 C:, e71 4 4 1 1 1 1 1 ' 1 1 i ° 1 I l m E ? CA o E-0 ► - m m - N M I' 9 ° h c? m r N C? '1' 9 o m 01) ri v v 0- 0- v. v a v v v s‘') in Lo in LO to u N N 41 of 44 I 6 M 3- co t 1 0 !'.S4 co o E 3 s 1 L _ v °) 0) M c d d M V O s W vs- r.,- \ l W In 1 .1 ci ci is E E O N `o w 2 O U E o CD N Ap d 0 a .o rfl t\ (£ONH) m M /n1 ^ sy�uZ Ana r r r a C-S' ) io 'sseupJeH 7 CV w (DOSZH)dl CI L c m 'N)11 0 o `ZON-EON o ° N m `N-VHN h z d m M (3NON) , ) O CO il, d do ; I.IPPO °0 v SSl v O CO N C g3 ix U M o N C) V avi z co coo s ° 24- cjo o. E p Q N E M c 0 V = a a U v 1- o z a Tel 9� ci v E 0 R 1- �. O o E 11 RI11IIIIIII 3Ca 0 o `n C v v I M v v • v • I -S L t V E M M M M M C N c) C •---( O M r E 0 r czt GO 7 CO r r r r e- r r CO ) C.)00 1• �MTO 1 h Ct a a --__)' .. M �. coo z z * E,so al M p "a c z1 Z1 ZI a 2 0 a J U !"� �• I d 'a O -J -J 0 Q 1- z .1 r N N . 5Q. f6 T ✓ W pip C-) �i' CL sa UIVIVIj W I I I I I a y C) 1n g a w m m CO 1 1- Q' _ •• Y• _ >" • E a cOi d 1 Q-■ .�, Rj O n N O) r r N a m ,1 m al lC .0 G) L/1 0o E I ra ∎l cn cn cn in co co eG .) a a . ) u) •2 CC of 44 C Sample Receipt Confirmation Sheet Client Information SDG: 3512329 Level: 1 Client: CH2M Hill Date Recd: 5/15/2014 9:30:00 AM Profile: 91208 Project: Pelican Bay Profile Name: Pelican Bay Sample Verification Samples/Cooler Secure? Yes COC Present? Yes Temperature of Samples: 4.4 All Samples on COC accounted For? Yes Number of Coolers Received: 2 All Samples Rec'd Intact? Yes Temp Gun ID: 130544071 Sample Vol.Sufficient For Analysis Yes pH Verified? Yes Samples Rec'd W/I Hold Time? Yes pH WNL? Yes Are All Samples to be Analyzed? Yes Samples Received By: Courier Correct Sample Containers? Yes Tracking Number: COC Comments written on COC? Yes Profile Picked By: MG Samplers Initials on COC? Yes Soil Origin(Domestic/Foreign): Sample Date/Time Indicated? Yes Site Location/Project on COC? Yes TAT Requested: STD Client Project#on COC? Yes Client Requests Verbal Results? No Project Mgr.Indicated on COC? Yes Client Requests Faxed Results? No COC relinquished/Dated by Client? Yes Specific Subcontract Indicated? No COC Received/Dated by SA? Yes Written on Outside Lab Board? No Written on Internal COC? Yes Radioactivity Check? No Lab to Conduct ALL Analyses? Yes Comments Specific tests noted on COC. LABEL REVIEW PEER REVIEW:( Thursday,May 15,2014 Page 1 of 1 43 of 44 End Of Report 2305,4,639 44 of 44 Appendix C Field Data of the May 2014 Monitoring of the Pelican Bay Stormwater Lakes c d h al L L0 L O !v1 co O O) N O Ol a) 00 M N h al L0 d: O LO L0 L N•O �I > L 1Lf11 h •Q1 " Ol •i d 00 d- 00 W •Lt1 M M N l0 Ol 00 00 ON L l0 d L 00 e-I e-I al h O () E L L V1 h h h ei lD N ei tf1 in 111 r1 ei in to al Ol 00 N. Ol N. Lf1 Y O Ol N c-I d' N LO M M m O L Ol M N r i c-1 C) N h Ol M O M L M LD L H E O N L O 4 Ni �O lD cm-1 c-1 O 00 e-1 6 4 .--I M 0 Ni L 0 O� e� OF MO 00 Ni _ \ 00 111 h 00 h h Ol Ol c 1 h a-i al al LD L c-I 00 h 00 h ci h co e-I e 1 c-1 e-I e-i 00 Ol t H O O 00 c-1 M N N H N LO LO H CO N M d' Lt1 M h h C) O N 00 O H N d' M al L L L-1 00 00 01 Cr h e-I CO O Cr O CO CO Cr L h h M Ol N al O L Cr c-i h d L l0 6 L LD 6 N 111 00 6 h L 4 O� LO L CO 111 h L L h 00 N: 00 h LD h W Ln W 1.1 `^ al h N LO Cr N Ol N H L Cr O H O N Ol O N L.11 d h O co l0 O 00 d' d' al M •C E M N L LO e-I l0 C) O 01 H N N Cr O M N O 111 L N M Ol LO Ol c-I 00 00 N Ol al h h N N h h 00 00 N: 00 00 00 h 00 h 00 1� I� h h 00 1- h N: 00 N N: 00 h h 00 •-• > Q LL CO b 00 -a E 0000 N LL/1 IOOO LLD N 'Cr O1 N HI M 'Cr 0000 00 f^ H O d' Cr L O LO d' L O L 0 Ol N Cr LL 0 N LO 00 h CO O CO Ol H e-I d• MJ M CO LD CO M CO U1 LO d' O al O M e1 e-1 HI Ol ri O -1 U E O O O O c-1 O O e-I e-I e-I el H O O O e-I O O O H H O H H c-I H el O H H N Cr H C) L- N 1)) \ N N M L Lf1 M 01 00 O LO N L 00 00 M N. 00 O N h M M al O M O e-i W N L2 Z1 E L co co LU h e-I N d L c-I lf1 h CO LD O d: M n M d Cr 00 00 N h N. N m M d' N o d d' h 1� LO L Ni O c-I O (NYI O h h CO Ni h h h O O h LO e-1 O N Ni N N 00 N N N N N N M M M M M N N N M N N N M M N N M m M M M M N 00 U C 2 •Q L E LA O 2 LL LL LL LL LL LL LL 00 LL LL U- U- 01 LL LL LL LL LL 0) m m LL LL 00 U- LL 0) LL LL p) 41 0 O LL } O O U O Z U Z W U U U Z W Z Z U Z Z W W W O Z W Z O W Z O W Y = O 3 E " 'a E = m (/1 C) o s 3 L U L! fl i�o +a'i •E h LD Cr O h h d- N 00 co Ol d• H L N Cr LD d• m M E = 3 M M N M N M d' N r m M L1�1 N e1 M H M CO O e-I C Q LO _u W IV d �a a1 a"' M L L L N N l0 M CO L H Cr N N N L H L H N N N L H N L L H M Lf) Q O e-I c-I O O a-1 e� c-I a-I ei e1 ei • LC Q V1 LL L CO LL 4 L C) L O O 0 O O O L L O O O O O O L L O O L L L L L O O O O '-1 E d' O H M M d L O N M d' N N O M N -1 d' L M -1 c1 N M d L N e-i M O N N CO CO CO h 00 N m M 'Cr 'Cr d' Ol 01 al L O 01 Ol L M H O L L LJ LO L0 LO H H C) O O O O O ei c I c-1 H H H O C) O H H O O e-1 H H H H H H e-1 H H H I ei O N m d d- d' d• d d d' d• 4 d- d' d' d' d• d• d- d- d- d• d- C. dt d. d' d- dt d' d- d. d' e-I ei H H H H H H He-1 H H H H H e-I H H H H H H H e-I H ei a-1 H H e-I H O O O O O O O O O O O O O O O O O O O O O c o o O O O O O O L �I N N N N N N N N N N N N N N N N N N Ni N N N N N N N N N N N M M M 0 M M M M M m M M M M m M M M M M M m m M M M M M M M M ei e-1 e-I e-I H H H H H H HL-1 H H H H H H H H H HT-1 H H H H H e-1 e1 L L L L L L L L L L L L L L L L L L L L L L L L L L L L L Ln jjl } G C U) W 0 2 C (0 LO LI O !YI WI �I O h d J • ZI U OI ZI C) 0 N W ZI m O N w Lu F Z W C� C7 Z I I W m• 2 Q 6e Z Z a I NI ml c7tl LDI N V OI E a) a a o Z LD ° o 0 0 0 > > > V) 1 = 1- W U m g J Y !Y W W W W 2 J J I-- W Z Q 0_' W J Q U < < < < cc W 0 >> 2 U cc = rY CJ 0 J U U JQ __3V) 0_ _ > U D- U o I c0 CO m CO U n. U V co I I I I I I I I I I I I I I I I I I I I I It-I I I I I I I I y G1 H N m d• L LO H N M Cr L;) LD H N L�1 Cr L LD I� CO Ol H H N M d• L LO h CO Li c-1 e11 H A A e-1 N N N N N N M M M M M M M M M d' d' 4 d' d' d' d' d' 4 O r-I 11'I N ,..co O 00 00 M N m l0 Ol N O N N m I�fi'f CNQ 0 O- 0^'0 Owl O^) r��-I W O rm�-1 r�O-1 �p 00 00 CD N CO N M O CO LA a--I N CO I', CF I,- LU O �fl LD m N CO M In CD N N Ol t.f) 00 ri 00 N (l'1 Ol N N oo N N N- CO N- N N LD a1 m oo m \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ N u7 r-1 In Ol CO N CO 00 CI' CO 00 LA 00 Ct O Ch N N I", N CO O M LU N Ol M Ol N Ct N I< LA In CO Vl In CD In LA CO to u1 O M Li m e1 co to O a1 CY N In CF M N CI' N 00 N.- 0 m 00 In Ln In CO co Cfl CO LU I,- CO CT N CO CO CO N n N W N n N N N N N N N N N N In O M LU CO O N N M al la al CD al N Ol a1 N a)- Q CO r-I CO a1 00 la In a1 O CD LID N Ol N N CO O al N lD CO N N N N O M a1 O N M M O o r-i o O 0 O 0 o e1 a1 a-i a-i r-i e-i r-i r+ E QI >- m m m a a CO CD O Cfl CF CO N CO 00 N O Ol 01 a1 N N CU Lfl m CO .-I 00 CF CD .i' N In co Ol In N N N E co O W 00 N 00 N N N N N N N N ui 4 00 00 N N N N N N N N N N N N N N N N F. Ch Ch r-1 a1 O O r. N N m m z LL on LL LL LL m m co LL LL L.L. LL Cr Cr W W -- Z W Z Z O W W W O Z Z Z \ \ CO W in In \ \ \ \ \ \ • \ \ \ \ \ \ \ \ \ Ol ei 0 Ct In N m M In On ,-I e1 N O In M m N m 1. m V▪) c O c - e-I - In In Ccl cfl Cfl O O O N ct N In Ul CD !Z 0 W CO a) e1 a1 e1 a-i e1 N e1 M O O E }I }I ., N CL O. Y CO CO CO ai O In O O O In In O to Cfl In O u1 In O In a) In In W_ ;' In co In a--I a' O CF M O e-i N V M VI N M E e1 O _a) L7 O O N O N co co CO On On at cm co On •Ct L.--I Z -1 c-I O •--I O O O O O O O O O 0 e1 r-I f- O N a) U. m y. 0 0. CJ a) f6 C N L VI _ CO D N co v Cr v d. v v v v Cr Lu J '� `-' a-I a1 a1 a-I e1 e1 e-I e1 a-1 e1 a1 a1 a1 e-I a1 ri e1 a--I L E L'. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ul _ °1 0 N N N N N N N N N N N N N N N N N N CO CO CU -0 \ \ \ \ • \ • \ \ \ \ \ \ \ \ \ \ - C CO CO C CF ct CF Cr CF t CY .1- CF CY c M CO M M a 3 o r-I a1 a1 a--I a1 r-I a--I r-1 e--I r-I ei a1 a--I -I e1 r-1 > a I U N C 0 o C \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CC \ \ l.() LA 111 L1') 1.11 111 Lll 1.11 Lf') 11) 111 L.(1 t!'1 Lll 11l tll 0 Ill u'I 41 Z U N a) L a a Y CO N > a,N 4-' L U '5 CL c▪o a) 4-' 4-' co o = E o `) E u y tip Z - ° a- In - O C CO CO m 0 U Y �I wl WI I I z iii f° E fil o o o c a) +_, 0 C a cc 1 I z a �' r O w a p . E 0 a� - - - C a a.) v Z Y Q I Q z z Z z I- H a +' a o r\ in m ° a o 3 • + v JI U 2 Q m 0 z Y 0 0 0 O I- z NI a O m t ,� v U �° U 0 a, N 2 J = < 0000 W z 1 ±i N 0 E i E C sa ss Y E, F, 0_ Ya' m °- v, "- a co a Q ] M > co ce I I I 1 it w Q 4- U 6. '= Y Z ' aai aai a°i aai aai `>.° 3 0 o 0 0 0- IX 1 J Q U CO C0 m CQ CD H CC 2 O ° (7 3 a° CO -' _ O O O N U LL J LL I C 10 I I 1 I I I 1 I 1 I 1 1 1 C] W p c a1 N m i0 N Ol a� m ul oo a1 N Ol a-1 i1 a1 N m Ch In CO op Ol H N U N co a t. 'i- C d' C}' LA Vl In u1 LA In to N Lfl LA CD CO CL m m to CL < ,2-1 a1 ri a1 N Ch Cf O In LU LU CD CO