Agenda 01/27/2009 Item #16C 3
Agenda Item No. 16C3
January 27, 2009
Page 1 of 130
EXECUTIVE SUMMARY
Recommendation to approve Certification of Financial Responsibility for the permit
renewal of the Department of Environmental Protection Permit for Injection Well Number
2 at the North County Regional Water Treatment Plant in the amount of $461,OlI.
OBJECTIVE: To obtain Board of County Commissioners approval, as the Ex-officio
governing Board of the Collier County Water-Sewer District ("District"), for the Certification of
Financial Responsibility required for the permit renewal oflnjection Well Number 2 at the North
County Regional Water Treatment Plant in the anlount of$461,011.
CONSIDERATIONS: On July 25, 2001 the North County Regional Water Treatment was
awarded Permit 5058l-477-UO by the Florida Department of Environmental Protection for the
operation and maintenance of an onsite Injection Well in order to dispose of the concentrated
waste stream that is created when treating water at this facility. The permit is required to be
renewed every five years. In order to renew the permit, a Certification of Financial
Responsibility must be executed by the owner of the Facility.
The Certification requires the District to maintain on hand adequate financial reserves in the
event that the Inj ection Well would no longer be required and would have to be abandoned. The
Certification must be approved by the District and executed by its Chairman.
-
FISCAL IMPACT: The actual expenditure of funds is not planned to occur and would only be
required if the Injection Well was to be abandoned. Funds are maintained in the Reserves for
Contingency line item that would cover these costs if ever needed. Funds are available in
County Water/Sewer Fund (408), which is funded through user fees.
LEGAL CONSIDERATIONS: This item is legally sufficient for Board action. This item is not
quasi judicial, and as such ex parte disclosure is not required. This item requires majority vote
only. - JAB
GROWTH MANAGEMENT IMPACT: There is no growth management impact in executing
this document.
RECOMMENDATIONS: That the Board of County Commissioners, as Ex-officio Governing
Board of the Collier County Water-Sewer District, approve the Florida Department of
Environmental Protection Certification of Financial Responsibility in order to apply for the
renewal ofan operating pelmit for Injection Well Number 2 at the North County Regional Water
Treatment Plant and authorize the Chairman to execute.
PREPARED BY: Pamela Libby - Water Operations Manager
.~
Page 1 of 1
Agenda Item No. 16C3
January 27,2009
Page 2 of 130
COLLIER COUNTY
.-
BOARD OF COUNTY COMMISSIONERS
Item Number:
Item Summary:
16C3
Recommendation to approve Certification of Financial Responsibility for the permit renewal of
the Department of Environmental Protection Permit for Injection Well Number 2 at the North
County Regional Water Treatment Plant in the amount of $461.011.
Meeti n 9 Date: 11271200990000 AM
Prepa red B}"
Pamela Libby Water Operations Manager Date
Public Utilities Water 12/31/20081:35:53 PM
Approved By
Pamela Libby Water Operations Manager Date
Public Utilities Water 12/31/20081:43 PM
Approved By
Jennifer A. Befpedio Assistant County Attorney Date
County Attorney County Attorney Office 12/31/20082:20 PM
Approved By
Thomas Wides Operations Director Date
Public Utilities Public Utilities Operations 1/6/20092:39 PM
Approved By
Paul Mattausch Water Director Date
Public Utilities Water 1/7/20095:52 PM
Approved By
James W. Delany Public Utilities Administrator Date
Public Utilities Public Utilities Administration 1/9/20098:22 AM
Approved By
OMS Coordinator OMS Coordinator Date
County Manager's Office Office of Management & Budget 119/2009 9:44 AM
Approved By
Randy Greenwald Management/S udget Analyst Date
County Manager's Office Office of Management & Budget 1/9/2009 2:37 PM
Approved By
James V. Mudd County Manager Date
Board of County County Manager's Office 1117/200912:39 PM
Commissioners
file://C :\Agenda T est\Export\ 122-January%202 7, %202009\ 16. %20CONSENT%20AGEND...
1/21/2009
Florida Department of
Environmental Protection
North Collier Regional Water Treatment Plant
Class I Injection Well IW-2
Permit No. 50581-477-UQ
September 2008
Prepared for:
Collier County Public Utilities Department
Prepared by:
Camp Dresser & McKee Inc.
UIC Operation
Permit Renewal
Application
CDNI
Agenda Item No. 16C3
January 27, 2009
Page 4 of 130
12501 World Plaza Lane, Bldg 51
Fort Myers. FL 33907-3991
lei: 239 938-9600
fax: 239275-6755
September 19, 2008
David Rhodes, P.G.
Underground Injection Control Program
Florida Department of Environmental Protection
South District Office
2295 Victoria Street Suite 364
Fort Myers, FL 33901-3881
Subject:
North Collier Regional Water Treatment Plant
Renewal Application for Class I Injection Well (IW-2) Operation Permit
FDEP Pennit No. 50581-477-UO
Dear Mr. Rhodes:
CDM, on behalf of Collier County, is pleased to provide you with the enclosed permit renewal
application to continue operating the Class I injection well IW-2 for the North Collier Regional Water
Treatment Plant. Enclosed is a check for $10,000.00 for the operation permit application fee. We
would greatly appreciate any assistance the Department could offer in expediting the permit renewal
of the injection well system.
Please do not hesitate to contact me should you have any questions concerning the existing injection
well operation permit renewal application.
Very truly yours,
tJ~-vw~
Doug Wells
Environmental Scientist
Camp Dresser & McKee Inc.
Enclosures
ceo Joe Haberfeld, FDEP- Tallahassee
Nancy Marsh, USEPA
Steve Anderson, sFWMD
Ron Reese, USGS
Barry Erickson, Collier County
P:\ColllerCounty\_lnjt'clion We1l5\NCRWTP\IW-2\4-NCr~WTP IW-2 Permit Renewal\O..covers\NCRWTP IW-2, t'Cvr L1r,doc
consulting. engineering. construction. operations
Contents
Agenda Item No. 16C3
January 27,2009
Page 5 of 130
Section 1 DEP Permit Application Form No. 62-528.900(1)
Section 2 Application Text, Figures, and Tables
Appendix A FDEP Permit No. 50581-477-UO
Appendix B Operation and Maintenance Manual - Section 5 Contingency Plans
and Emergency Disposal Plan of the Injection Well System
Appendix C Updated Injection Well System Plug and Abandonment Plan
Appendix D Mechanical Integrity Testing - February 2006
Appendix E Operation and Maintenance Manual - Section 4
Appendix F Waste stream Laboratory Report
Figures
........................... .......... .................................................. ............ .................... Section 2, Figures
Figure 1
Figure 2
Figure 3
Figure 4
Figure 5
Figure 6
Figure 7
Figure 8
Figure 9
Figure 10
Figure 11
Figure 12
Figure 13
Figure 14
Figure 15
Figure 16
CONI
USGS 7.5"Topographic Map of Project Site Vicinity
Project Site Plan and Aerial Photograph
Existing and Proposed Injection Well IW-2 Construction Diagram
Existing Dual-Zone Monitor Well (DZMW-l) Construction Diagram
Area of Review Map
Cross Sections Location Map
North-South Hydrogeologic Cross Section
Hydrogeology Diagram
Summary of USDWs
Upper Zone - TDS. Chloride, and Specific Conductivity Graph
Upper Zone - Ammonia, TKN, and Sulfate Graph
Upper Zone - pH and Temperature Graph
Upper Zone - Water Level Graph
Lower Zone - TDS, Chloride, and Specific Conductivity Graph
Lower Zone - Ammonia. TKN, and Sulfate Graph
Lower Zone - pH and Temperature Graph
p.\eoll"" Countyl._lnjactlon Wells\NCRWTPlIW.2\4-NCRWTP IW-2 Few,,! Ran"wa~1- Tabla of Contants\3. Tableol Conlenls.doc
Agenda Item No. 16C3
January 27,2009
Table oFegit<6'>bf 130
NCRWTP IW-2
Figure 17
Figure 18
Figure 19
Figure 20
Lower Zone - Water Level Graph
Injection Well IW-2 Pumping Rate Graph
Injection Well IW-2 Wellhead Pressure Graph
Injection Well IW-2 Annular Pressure Graph
.... ....... ................. ....... ...... .............................. ... ............... ...... ....... ............. .............. Appendix C
Appendix C Figure 1 IW-2 and DZMW-l Plug and Abandonment Diagram
Tables
......................................................................................................................... Section 2, Tables
Table 1.1 Area of Review Well Summary
Table 1.2 Area of Review Wells in Intermediate and Florida Aquifers ....................2-3
Table 2 DZMW-l Upper Monitor Zone Data
Table 3 DZMW-l Lower Monitor Zone Data
Table 4 IW-2 Operational Data
COM
ii
PlColI;", Countyl_hljection W"I..INCRWTP\'W-2\4.NCRWTP IW-2 Permn Renewal\1. Table ofContents\3- Teble of Conl<mtsdoc
Agenda Item No. 16C3
January 27,2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep Injecti~lI of 130
IW-2 Operating Permit Application
Section 1
FDEP Permit Application Form 62-528.900(1)
COM
4-APPL_TEXT_DOOG.iXlC
Q
Florida Department of
Environmental Protection
Twin Towers Office Bldg., 2600 Blair Slone Road,
Tallahassee, Florida 32399-2400
OEP Form No: January6'~2~lT(Qll
form Title: APP1iC~~1J.~Sf~tl
Operate/Ab I, I,
or V Iniection Well Systems
E.ffective Date:
DE~ Application No,:
~'
I!- 'i
Ii ..'
._., FLOR A '
(Filled in by DEE')
APPLICATION TO CONSTRUCT/OPERATE/ABANDON
CLASS I, III, OR V INJECTION WELL SYSTEMS
Part I. Directions
A. All applicable items must be completed in full in order to avoid delay in processing
this application. Where attached sheets or other technical documentation are
utilized in lieu of the blank space provided, indicate appropriate cross-reference
in the space and provide copies to the Department in accordance' wi th c. below.
Where certain items do not appear applicable to the project, indicate N/A in the
appropriate spaces.
B. All information is to be typed or printed in ink.
C. Four (4) copies of chis application and four (4) copies of supporting information
such as plans, reports, drawings and other documents shall be submitted to the
appropriate District/Subdistrict office. An engineering report is also required to
be submitted to support this application pursuant to the applicable sections of Rule
62-528, F .A.C. The attached list* shall be used to determine completeness of
supporting data submitted or previously received. A check for the application fee
in accordance with Rule 62-4.050, F.A.C., made payable to the Department shall
accompany the application.
D. For projects involving construction, this application is to be accompanied by four
(4) sets of engineering drawingsr specifications and design data as prepared by a
Professional Engineer registered in Florida, where required by Chapter 471, Florida
Statutes.
E. Attach 8 1/2/1 x 11/1 USGS site location map indicating township, range arid section
and latitude/longitude for the project.
PART II. General Information
A. Applicant Name
Paul Mattausch
Title Water Director
Address 3851 Utilities Drive
Zip
34120-0000
City Naples
State FL
Telephone Number 239-252-6112
B. Project Status:
o New
[8J Exi sting
o Modification (specify)
*"Engineering and Hydrogeologic Data Required for Support of Application to Construct,
Operate and Abandon Class I, III I or V Injection Wells"
C. Well Type: 0 Exploratory Well
[8J Test/Injection Well
Page 1 of 14
DEP Fo:m No; Ja.nuai;-5M~n)
Form '!'l.tle: "'Ppll~ ~ ctl
Qoerate/1\1::fa a ,!l,
or V Iniection Well Svstams
Effective Date;
DE? Application No. .
(Filled in by DEP)
D. Type of Permit Application
[] Class I Test/Injection Well Construction and Testing Permit
~ Class I Well Operation Permit
~ Class I Well Operation Repermitting
[] Class I Well Plugging and Abandonment Permit
[] Class III Well Construction/Operation/Plugging and Abandonment Permit
[J Class I Exploratory Well Const~uction and testing Permit
[] Class V Well Construction Permit
[] Class V Well Operation Permit
[] Class V Well Plugging and Abandonment Permit
[] Monitor Well Only
E. Facility Identification:
Name
North Collier Regional Water Treatment Plant IW-2
Facility Location: Street
Vanderbil t Road
City
Naples
County
ColI ier
SIC Code(s)
4941
F. Proposed facility located on Indian Lands:
Yes []
No ~
G. Well Identification:
Well No.
IW-2
of
2
(total #)
Wells
Purpose (Proposed Use)
RO Concentrate Disposal
Well Location: Latitude: 260 14' 45" Longitude: 810 40' 39"
(attach seoarate sheet(sl, if necessary, for multiple wells)
Subpart B. General Project Description:
H. General Project Description: Describe the nature, extent and schedule of the
injection well project. Refer to existing and/or future pollution control
facilities, expected improvement in performance of ~he facilities and state whether
the project will result in full compliance with the requirements of Chapter 403,
F.S., and all rules of the Department. Attach additional sheet(s) if necessary or
cross-reference the engineering report.
The permit application is for Class I injection well operation repermitting. Please
see the attached permit supporting information for additional details.
Page 2 of 14'
~~~F~~,:~' AJfl~li~[')( i.~~~~
ODerate! ~ a I
or V In1 ection Hell Systems
Effective Date:
CliP 1IppliCIleion No.: .
(Filled in by DEP)
PART III. Statement by Applicant and Engineer
A. Applicant
I, the owner/authorized representative* of Collier County PUD
certify under penalty of law that I have personally examined and am familiar with
the information submitted in this document and all attachments and that, based on my
inquiry of those individuals immediately responsible for obtaining the information,
I believe that the information is true, accurate, and complete. I am aware that
there are' significant penalties for submitting false information, including the
possibility of fine and imprisonment. I understand that this certification also
applies to all subsequent reports submitted pursuant to this permit. Where
construction is involved, I agree to retain the design engineer, or other
professional engineer registered in Florida, to provide inspection of construction
in accordance with Rule 62-S28.4SS(1) (c). F.A.C.
~
09/19/08
Date
Paul Mattausch, Director, Water Department
Name and Title (Please Type)
239-2S2-6112
Telephone Number
*Attach a Letter of Authorization.
B. Professional Engineer Registered in Florida
This is to certify that the engineering features of this injection well have
been designed/examined by me and found to be in conformity with modern engineering
principles applicable to the disposal of pollutants characterized in the permit
application. There is reasonable assurance, in my professional judgement, that the
well, when properly maintained and operated, will discharge the effluent in
compliance with all applicable statutes of the State of Florida and the rules of the
Department. It is also agreed that the undersigned will furnish the applicant a set
of instructions for proper maintenance and operation of the well.
cz,M):J.. ~h.-
S:l,Bned
~fIYo-o.,. ~~
Jason A. Sciandra
Name (Please Type)
(Please Affix SeaD
Camp, Dresser, and McKee, Inc.
Company Name (.Please Type)
\~SO\ vlor\6. flo..z...... Lu.,.,L.\M\ I FOrt- M'1ers..' FL.
Mailing Address(Please Type)
33"101
Florida Registration No.
68324
Date 09/19/08
Phone No.
239-938-9600
Page 3 of 14
DEP Form No: ct1 ~2 1)
Form Title: Ap W1tJfthYt co*9~tl
Operate/Alrdaee 1 .. I I,
or V Iniection Well Systems
Effective Date:
DEP Application No,:
{Filled in by DEP!
ENGINEERING AND HYDROLOGIC DATA
REQUIRED FOR SUPPORT OF APPLICATION
TO CONSTRUCT, OPERATE, AND ABANDON
CLASS I, III, OR V INJECTION WELL SYSTEMS
The following information shall be provided for each type of permit application.
A. CLASS I TEST/INJECTION WELL CONSTRUCTION AND TESTING PERMIT
1. A map showing the location of the proposed injection wells of well field area for
which a permit is sought and the applicable area of review. Wi thin the area of
review, the map must show the number or name, and location of all producing wells,
inj ection wells, abandoned wells, dry holes, surface bodies of water, springs,
public water systems, mines (surface and subsurface), quarries, water wells and
other pertinent surface features including residences and roads, The map should
also show faults, if known or suspected. Only information of public record and
pertinent information known to the applicant is required to be included on this map.
2. A tabulation of data on all wells within the area of review which penetrate into the
proposed injection zone/ confining zone, or proposed monitoring zone. Such data
shall include a description of each well's type, construction, date drilled,
location, depth, record of plugging and/or completion, and any additional
information tne Department may ~equire.
3. Maps and cross sections indicating the general vertical and lateral limits within
the area of review of all underground sources of drinking water, their position
relative to the injection formation and the direction of water movement, where
known, in each underground source of drinking water which may be affected by thp
proposed injection.
4. Maps and cross sections detailing the hydrology and geologic structures of the local
area.
5. Generalized maps and cross sections illustrating the regional geologic setting.
6. Proposed operating data.
(a) Average and maximum daily rate and volume of the fluid to be injected;
(b) Average and maximum injection pressure; and,
(c) Source and an analysis of the chemical, physical, radiological and biological
characteristics of injection :luids.
7. Proposed formation testing program to obtain an analysis of the chemical, physical
and radiological characteristics of and other information on the injection zone.
8. Proposed stimulation program.
9. Proposed injection procedure.
10. Engineering drawings of the surface and subsurface construction details of the
system.
Page 4 of 14
:lfn~tlhl4
arate! a s I I
or V In1ection Well Systems
Effective Date:
DEP Application No.:
DEP Form No:
Form Title:
{Filled in by DEP)
11. Contingency plans to cope with all shut-ins or well failures, so as to protect the
quality of the waters of the State as defined in Rule 62-3 and 62-520, F.A.C.,
including alternate or emergency discharge provisions.
12. Plans (including maps) and proposed monitoring data to be reported for meeting the
monitoring requirements in Rule 62-528.425, F.A.C.
13. For wells within the area of review which' penetrate the injection zone but are not
properly completed or plugged, the corrective action proposed to be taken under Rule
62-528.300(5), F.A.C.
14. Construction procedures including a cementing and casing program! logging
procedures, deviation checks, proposed methods for isolating drilling fluids from
surficial aquifers, proposed blowout protection (if necessary), and a drilling,
testing and coring program.
15. A certification that the applicant has ensured, through a performance bond or other
appropriate means, the resources necessary to close, plug or abandon the well as
required by Rule 62-528.435(9), F.A.C.
B. CLASS I INJECTION WELL OPERATION PERMIT
1. A report shall be submitted with each application for a Class I Well operating
permit, which shall include, but not be limited to, the following information:
(a) Results of the information obtained under the construction permit described in
A. CLASS I TEST/INJECTION WELL CONSTRUCTION AND TESTING PERMIT, including:
(1) All available logging and testing program data and construction data on the
well or well field;
(2) A satisfactory demonstration of mechanical integrity for all new wells
pursuant to Rule 62-528.300(6), F.A.C;
(3) The actual operating data, including injection pressures versus pumping
rates where feasible, or the anticipated maximum pressure and flow rate at
which the permittee will operate, if approved by the Department;
(4) The actual injection procedure;
(5) The compatibility of inj ected waste with fluids in the inj ection zone and
minerals in both the injection zone and the confining zone; and,
(6) The status of corrective action on defective wells in the area of review.
(b) Record drawings, based upon inspections by the engineer or persons under his
direct supervision, with all deviations noted;
(e) Certification 0= completion submitted by the engineer of record;
(d) If requested
procedures;
by
the
Department,
operation manual
including emergency
Page 5 of 14
DEP Form No:
Form Title:
(filled in by DE?)
(e) Proposed monitoring program and data to be submitted;
(f) Proof that the existence of the well has been recorded on the surveyor's plan
at the county courthouse; and,
(g) Proposed plugging and abandonment plan pursuant to Rule 62-528.435(2), F.A.C.
C. CLASS I WELL OPERATION REPERMITTING
1. An updated map showing the location of the injection wells or well field area for
which a permit is sought and the applicable area of review. Wi thin the area of
review, the map must show the number or name, and location of all producing wells,
injection wells, abandoned wells, dry holes, surface bodies of water, springs,
public water systems, mines (surface and subsurface), quarries, water wells and
other pertinent surface features including residences and roads. The map should
also show faults, if known or suspected. Only information of pubic record and
pertinent information known to the applicant is required to be included on this map.
2. A tabulation of data on all wells within the area of review which penetrate into the
injection zone, confining zone, or monitoring zone. Such data shall include a
description of each well's type, construction, date drilled, location, depth, record
of plugging and/or completion, and any additional information the Department may
require.
3. Maps and cross sections indicating the general vertical and lateral limits within
the area of review of all underground sources of drinking water, their position
relative to the injection formatio'n and the direction of water movement, where
known, in each underground source of drinking water which may be affected by thF"
injection.
4. Maps and cross sections detailing the hydrology and geologic structures of the local
area.
5. Generalized maps and cross sections illustrating the regional geologic setting.
6. Contingency plans to cope with all shut-ins or well failures, so as to protect the
quality of the waters of the State as defined in Rule 62-3 and 62-520, F.A.C.,
including alternate or emergency discharge provisions.
7. For wells within the area of review which penetrate the injection zone but are not
properly completed or plugged, the corrective action proposed to be taken under Rule
62-528.300(5), F.A.C.
8. A certification that the applicant has ensured, through a performance bond or other
appropriate meansr the resources necessary to close, plug or abandon the well as
required by Rule 62-528.435(9), F.A.C.
9. A report shall be submitted with each application for repermitting of Class I Well
operation which shall include the following information:
(a) All available logging and testing program data and construction data on the
well 'or well field;
Page 6 of 14
CJ. rl \to
DEP F07"m NO:'" J;:mURrV -:;6-Z~5'3
Form TJ.tle: A 5J,:icatJ.on O.
o erate n1t'tl 5 I II
or V Iniection Well Systems
Effective Date:
DEP Application No.;
(Filled in by DEP)
(b) A satisfactory demonstration of mechanical integrity for all wells pursuant to
Rule 62-528.300 (6), F.A.C.;
(e) The actual operating data, including injection pressures versus pumping rates
where feasible, or the anticipated maximum pressure and flow rate at which the
permittee will operate, if approved by the Department;
(d) The actual inj ection procedure;
Ie) The compatibility of injected waste with fluids in the injection zone and
minerals in both the injection zone and the confining zone;
(f) The status of corrective actin on defective wells in the area of review;
(g) Record drawings, based upon inspections by the engineer or persons under his
direct supervision, with all deviations noted;
(h) Certification of completion submitted by the engineer of record;
(i) An updated operation manual including emergency procedures;
(j) Proposed revisions to the monitoring program or data to be submitted; and,
(k) Proposed plugging and abandonment plan pursuant to Rule 62-528.435(2), F.A.C.
D. CLASS I WELL PLUGGING AND ABANDONMENT PERMIT
1. The reasons for abandonment.
2. A proposed plan for plugging and abandonment describing the preferred and alternate
methods, and justification for. use.
(a) The type and number of plugs to be used;
(b) The placement of each plug including the elevation of the top and bottom;
Ie) The type and grade and quantity of cement or any other approved plugging
material to be used; and,
(d) The method for placement of the plugs.
3. The procedure to be used to meet the requirements of Rule 62-528.435, F.A.C.
Page 7 of 14
A enda Item No. 16C3
DEP Form No: January ::61:52elr~6b (1)
Form Title: ^PP~~fI1t:P~~nactl
Operate n'C'J. 55 ,'111,
or V In;ection Well Systems
Effective Date:
DEP Application No.'
(Filled in by DEF
E. CLASS III WELLS CONSTRUCTION/OPERATION/PLUGGING AND ABANDONMENT PERMIT
Construction Phase
1. A map showing the location of the proposed injection wells or well field area for
which a permit is sought and the applicable area of review. Within the area of
review, the map must show the number or name, and location of all producing wells,
injection wells, abandoned wells, dry holes, surface bodies of water, springs,
public water system, mines (surface and subsurface), quarriest water wells and other
pertinent surface features including residences and roads. The map should also show
faults, if known or suspected. Only information of public record and pertinent
information known to the applicant is required to be included on this map.
2. A tabulation of data on all wells within the area of review which penetrate into the
proposed injection zone, confining zone, or proposed monitoring zone. Such data
shall include a description of each well's type, construction, date drilled,
location, depth, record of plugging and/or completion, and any additional
information the Department may require.
3. Maps and cross sections i~dicating the general vertical and lateral limits within
the area of review of all underground sources of drinking water, their position
relative to the injection formation and the direction of water movement, where
known, in each underground source of drinking water which may be affected by the
proposed injection.
4. Maps and cross sections detailing the hydrology and geologic structures of the local
area.
5. Generalized maps and cross sections illustrating the regional geologic setting.
6. Proposed operating data:
(a) Average and maximum daily rate and volume of the fluid to be injected;
(b) Average and maximum injection pressure; and,
(c) Source and an analysis of the chemical, physical, radiological and biological
characteristics of injection fluids, including any additives.
7. Proposed formation testing program to obtain an analysis of the chemical, physical
and radiological characteristics of and other information on the injection zone.
8. Proposed stimulation program.
9. Proposed injection procedure.
10. Engineering drawings of the surface and subsurface construction details of the
system.
Page 8 of 14
c
DEP Fo~ No: J~arv ~i~;(1)
oOI"m'I'lt1e: App ~~k>. ctl
Operate _ n r II,
or V Inlection Well Systems
Effective Date:
OEP Application No.:
(Filled in by DEP)
11. Contingency plans to cope with all shut-ins or well failures or catastrophic
collapse, so as to protect the quality of the waters of the State as defined in Rule
62-3 and 62-5201 F.A.C., including alternate or emergency discharge provisions.
12. Plans (including maps) and proposed monitoring data to be reported for meeting the
monitoring requirements in Rule 62-528.425, F.A.C.
13. For wells within the area of review which penetrate the injection zone but are not
properly completed or plugged, the corrective action proposed to be taken under Rule
62-528.300(5}, F.A.C.
14. Construction procedures including a cementing and casing program, logging
procedures, deviation checks, proposed methods for isolating drilling fluids from
surficial aquifers, and a drilling, testing and coring program.
15. A certificate that the applicant has ensured, through a performance bond or other
appropriate means, the resources necessary to close, plug or abandon the well as
required by Rule 62-528.435(9), F.A.C.
16. Expected changes in pressure, native fluid displacement, direction of movement of
injection fluid.
17. A proposed monitoring plan, which includes a plan for detecting migration of fluids
into underground sources of drinking water, a plan to detect water quality violation
in the monitoring wells, and the proposed monitoring data to be submitted.
Operation Phase
1. The following information shall be provided to the Department prior to granting
approval for the operation of the well or well field:
(a) All available logging and testing program data and construction data on the
well or well field;
(b) A satisfactory demonstration of mechanical integrity for all new wells pursuant
to Rule 62-528.300(6), F.A.C.;
(c) The actual operating data, including injection pressure versus pumping rate
where feasible, or the anticipated maximum pressure and flow rate at which the
permittee will operate, if approved by the Department;
(d) The results of the formation testing program;
(e) The actual injection procedure; and,
(f) The status of corrective action on defective wells in the area of review.
Pluqqinq and abandonment Phase
1. The justification for abandonment.
Page 9 of 14
on to o.16C
DEP form No: January :n-s2(}OOlu
Form Title: APPlt]i~n~b:'J ~fltl-oOlct!
Operate!tili n 'Cla '1';"'111,
or V lniection Well Systems
Effective Date:
DEP Application No.'
(filled in by DEP
2. A proposed plan for plugging and abandonment describing the preferred and alternate
methods.
(a) The type and number of plugs to be used;
(b) The placement of each plug including the elevation of the top and bottom;
(c)
The type and grade
material to be used;
and
and,
quantity
of
cement
or
any
other
approved plugging
(d) The method for placement of the plugs.
3. The procedure to be used to meet the requirements of Rule 62-528.435, F.A.C.
F. EXPLORATORY WELL CONSTRUCTION AND TESTING PERMIT
1. Conceptual plan of
proposed injection
monitoring program.
the injection project. Include number
zone, nature and volume of injection
of injection wells,
fluid, and proposed
2. Preliminary Area of Review Study. Include the proposed radius of the area of review
wi th justification for that radius. Provide a map showing the location of the
proposed injection well or well field area for which a permit is sought and the
applicable area of review. Within the area of review, the map must show the number
or name, and location of all producing wells, injection wells, abandoned wells, dry
holes, surface bodies of water, springs, public water systems, mines (surface and
subsurface), quarries, water wells and other pertinent surface features including
residences and roads. The map should also show faults, if known or suspected. Onl
information of public record and pertinent information known to the applicant L..
required to be included on this map.
3. Proposed other uses of the exploratory well.
4. Drilling and testing plan for the exploratory well. The drilling plan must specify
the proposed drilling program, sampling, coring, and testing procedures.
5. Abandonment Plan.
Page 10 of 14
Aaenda Item No 16C3
DEP Form No: January ]~5~9l:Q III
Form Title: APPl~~n1tlJ1> ~(lrnl~ctl
Operate/Ab n 'C1a S I, II,
or V Iniection Well Systems
Effective Date:
DEP Application No.:
(filled in by DEP)
G. CLASS V WELL CONSTRUCTION PERMIT
(This form should be used for Class V Wells instead of Form 62-528.900 (3), F.A.C., when
there is a need for a Technical Advisory Committee and an engineering report.)
1. Type and number of proposed Class V Wells:
Wells Receiving Domestic Waste
Desalination Process Concentrate Wells (Reverse Osmosis, etc.)
Aquifer Storage and Recovery Wells
Aquifer Remediation Wells
Salt-water Intrusion Barrier Wells
Cooling Water Return Flow Wells Open-looped System
Subsidence Control Wells
Sand Backfill Wells
Experimental Technology Wells
Wells used to inject spent brine after halogen recovery
Radioactive Waste Disposal Wells*
Borehole Slurry Mining Wells
Other non-hazardous Industrial or Commercial Disposal Wells
( explain)
Other (explain)
*Provided the concentrations of the waste do not exceed drinking water standards
contained in Chapter 62-550, F.A.C.
2. Project Description:
(a) Description and use of proposed injection system;
(b)
Nature and volume of i.njected fluid
including bacteriological analysis}
F.A.C.; and,
(the Department may require an analysis
in accordance with Rule 62-528.635(2) (b),
(c) Proposed pretreatment.
3. Water well contractor's name, title, state license number, address, phone number and
signature.
Page 11 of 14
Aoenda Item No. 16C3
DEP Form No: January Q!fSZBOOeJ(l)
Form Title; APPl~ 1~ ~~t"'l1Ct/
Operate! .C1n on as! r,~nI,
or V lnlectlon Well Systems
Effective Date;
DEP Application No.:
(Filled in by DEP'
4. Well Design and Construction
construction provisions, an
attached. )
Details.
elevation
(For multi-casing configurations or unusual
drawing of the proposed well should be
(a) Proposed total depth;
(b) Proposed depth and type of casing(s);
(c) Diameter of well;
(d) Cement type, depth, thickness; and,
(e) Injection pumps (if applicable):
gpm @
psi
Controls:
5. Water Supply Wells - When required by Rule 62-528.635(1), F.A.C., attach a map
section showing the locations of all water supply wells within a one-half (1/2) mile
radius of the proposed well. The well depths and casing depths should be included.
When required by Rule 62-528.635(2), F.A.C., results of bacteriological examinations
of water from all water supply wells within one-half (1/2) mile and drilled to
approximate depth of proposed well should be attached.
6. Area of review (When required by Rule 62-528.300(4), F.A.C.)
Include the proposed radius of the area of review with justification for that
radius. Provide a map showing the location of the proposed injection well or well
field area for which a permit is sought and the applicable area of review. Within
the area of review, the map must show the number or name, and location of all
producing wells, injection wells, abandoned wells, dry holes, surface bodies of
water, springs, public water systems, mines (surface and subsurface), quarries,
water wells and other pertinent surface features including residences and roads.
The map should also show faults, if known or suspected. Only information of public
record and pertinent information known to the applicant is required to be included
on this map.
H. CLASS V WELL OPERATION PERMIT
(Final report of the construction that includes the following information may be submitted
with the application to operate.)
1. Permit Number of Class V Construction Permit:
50581-399-UO
2. Owner's Name: Collier County Public Utilities Department
3. Type of Wells: Class I Deep Injection Well
Page 12 of 14
(Filled in by DEP)
4. Construction and Testing Summary:
(a) Actual Dimensions:
Diameter
Well Depth
Casing Depth
(inches)
(feet)
(feet)
(b) Result of Initial Testing
5. Proposed Operating Data:
(a) Injection Rate (GPM);
(b) Description' of injected waste; and,
(c) Injecti'on pressure and pump controls.
6. Proposed Monitoring Plan (if any):
(a) Number of monitoring wells;
(b) Depth(s);
(c) Parameters;
(d) Frequency of sampling; and,
(e) Instrumentation (if applicable) Flow
Pressure
I. CLASS V WELLS PLUGGING AND ABANDONMENT PERMIT
1. Permit number of Class V construction or operating permit.
2. Type of well.
3. Proposed plugging procedures, plans and specifications.
4. Reasons for abandonment.
Page 13 of 14
p rl
DEP Form No: Janu~ e275ZJlm~11J
Form Title: A 11. a QrIS,lA:1ol tl
Operate/Ab -ela r, nI,
or V Injection Well Svstem$
Effective Date:
DEP Application No.:
(Filled in by DE?)
J. MONITOR WELL PERMIT
This section should be used only when application is made for a monitor well only. If a
monitor well is to be constructed under a Class I, III, or V injection well construction
permit, it is necessary to fill in this section.
1. A site map showing the location of the proposed monitor wells for which a permit is
sought. The map must be to scale and show the number or name, and location of all
producing wells, injection wells, abandoned wells, dry holes, water wells and other
pertinent surface features including structure~ and roads.
2. Maps and cross sections indicating the general vertical and lateral limits within
the area of review of all underground sources of drinking water, their position
relative to the injection formation and the direction of water movement, where
known, in each underground source of drinking water which may be affected by the
proposed injection.
3. Maps and cross sections detailing the hydrology and geologic structures of the local
area.
4. Generalized maps and cross sections illustrating the regional geologic setting.
5. Proposed formation testing program to obtain an anlysis of the chemical, physical
and radiological characteristics of and other information on the monitor zone(s).
6. Proposed monitoring procedure.
7. Engineering drawings of the surface and subsurface construction details of thf"
monitoring system.
8. Proposed monitoring data to be reported for meeting the monitoring requirements in
Rule 62-528.425, F.A.C.
9. Construction procedures including a cementing and casing program, logging
procedures, deviation checks, proposed methods for isolating drilling fl,uids from
surficial aquifers, proposed blowout protection (if necessary), and a drilling,
testing and coring program
10. Monitor Well Information:
ISI On-site
o Regional
o Multizone 0 Single-zone
o Other (specify)
Proposed Monitoring Interval(s) Existing UZ - 900-955 ft bpl, LZ - 1815-1930 ft
Distance and Direction From Associated Injection Well
140 feet west of IW-2
Page 14 of 14
CDI\II
4-AI'PL~TEXT_DOUG.DOC
Agenda Item No. 16C3
January 27. 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep Injec~ea of 130
IW-2 Operating Permit Application
Section 2
Application Supporting Text
Agenda Item No. 16C3
January 27, 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep InjectUlftgweIJ of 130
IW-2 Operating Permit Application
Supporting Information for Renewal of North
Collier Regional Water Treatment Plant Deep
Injection Well IW-2 Operating Permit
Application
Subpart B (1) - General Project Description
Collier County owns and operates a deep injection well system for disposal of non-
hazardous reverse osmosis concentrate from its North Collier Regional Water Treatment
Plant. The injection well system consists of two deep injection wells (IW-1 and IW-2) and a
dual-zone monitor well (DZMW-1). A map showing the location of the deep injection well
system and site plan showing the location of lW-1, IW-2, and DZMW-1 is provided in
Figures 1 and 2, respectively. This report documents the well performance and monitoring
data collected for injection welllW-2 since the January 2003. The operational permit for lW-
2 was previously renewed on November 20, 2003.
IW-1 and DZMW-1 were constructed from June 1992 through March 1993. Operational
testing of well IW-1 began in December 1993 and an operation permit application was
submitted in April 1995. IW-1 is permitted for the maximum disposal of 6.2 million gallons
per day (mgd) a maximum injection pressure of 105 psi. A second injection well, IW-2, was
constructed between November 1995 and April 1996 to provide 100 percent redundancy
capacity. IW-2 is permitted for the maximum disposal of 6.3 mgd and a maximum injection
pressure of 100 psi.
IW-1 and IW-2 were originally used for the disposal of reject concentrate from the
membrane softening facility at NCRWTP and reclaim water from the North County Water
Reclamation Facility (NCWRF). The NCRWTP has subsequently been expanded to include
a reverse osmosis desalination facility. Currently, reject concentrate from the reverse
osmosis desalination facility and the membrane softening facility is disposed of in IW-1 and
IW-2, but no longer accepts reclaim water from NCWRF. Injection of reclaimed water
discontinued in May 2004 and the pipeline from the NCRWRF to the NCRWTP has been
disconnected.
IW-2 was originally constructed with nominal20-inch diameter steel casing installed to a
depth of 2,498 feet below pad level (bpI) and a total depth of 3,210 feet bpI. In October 2002
a 16-inch diameter steel injection tubing with packer assembly was installed to a depth of
2,460 feet bpI inside the 20-inch diameter final casing. The most recent mechanical integrity
testing in February 2006 confirmed mechanical integrity of the well.
A permit modification to incorporate the conversion of IW-2 to an alternate design was
issued by FOEI' on January 29, 2007. In an April 23, 2008 emaiI from Joe Haberfeld,FDEP, it
was clarified that this permit modification to convert IW-2 to an alternate design, contingent
upon a timely application submittal, would remain as part of the permit renewal. Collier
County still anticipates converting IW-2 to an alternate design within the next few years.
2-1
Agenda Item No. 16C3
January 27,2009
Page 24 of 130
DZMW-l monitors for upward migration of fluids injected at IW-2. The well was
constructed with an upper monitor zone of 990 to 995 feet bpi and a lower monitor zone of
1,815 to 1,930 feet bpI. Figures 3 and 4 present the well completion diagrams for IW-2 and
DZMW-l, respectively.
The injection well system is operated under the conditions of Florida Department of
Environmental Protection (FDEP) operating permit 50581-477-UO. A copy of the operating
permit is provided in Appendix A.
Please refer to the following previously submitted documents for a more complete system
description:
. Mechanical Integrity Testing Report, Collier North County Regional Water Treatment Plant
WellIW-2, CDM, June 2006
· Operation and Maintenance Manual, Collier North County Regional Water Treatment Plant
Well IW-1 and IW-2,COM, July 2005
. Application for Renewal of FDEP Class I Injection Well Operation Pennit, Collier North County
Regional Water Treatment Plant WcllIW-2, COM, June 2002
. Missimer International, Inc. 1996. North County Regional Water Treatment Plant Injection
Well IW-2 Completion Report. Volume 1- Text.
The following presents and discusses Engineering and Hydrologic data required in support
of an application to renew an operating permit for a Class I injection well system. For
convenience of the review process, responses included in this submittal reference the same
item numbers used in Section C - Class I Well Operation Repermitting on application Form
62-529.900(1), Florida Adminish'ative Code (F AC).
Item 1
The required information is provided in Figure 5, Area of Review and Table 1.1, Area of
Review Well Summary. A 2.5 mile radius Area of Review was selected based on the
volumetric calculations presented below. The following assumptions were used for the
volumetric calculations.
. IW-l and IW-2 have a maximum permitted injection rates of 6.2 and 6.3 mgd,
respectively. The max permitted rate of IW-l, coming into service in 1993, and the max
permitted rate of IW-2, coming into service 1996, is combined with the maximum permitted
rate for 10 years into the future for both IW-l and IW-2.
.
TI1e injection zone has a vertical extent of 200 feet.
.
The porosity of the injection zone is 20%.
Volume IW-l= (6,200,000gallons x 365 days x 25 years) = 56,575,000,000 gallons
2-2
Agenda Item No. 16C3
January 27,2009
Page 25 of 130
Volume IW-2: (6,300,000gallons x 365 days x 22 years) : 50,589,000,000 gallons
Total Volume: 56.6 billion gallons + 50.6 billion gallons: 107,200,000,000 gallons
Using the equation Volume: radius' x I1 x vertical thickness x porosity (<1>) x 7.48 galjft3
and solving for the radius gives the following:
107,200,000,000 gallons: radius' x I1 x 200 x 0.2 x 7.48
radius: 10,679 feet
Based on the above volumetric calculations and that there are no known or suspect faults
within the area of review, the bubble of injected fluid is anticipated to have a radius of
10,679 feet from the injection well after operation of the system with the above assumptions.
A 2.5-mile radius area of review was performed in support of this permit application to
encompass the anticipated aerial extent of the bubble of injected fluid.
Information regarding wells making up the injection well system is provided in the Item 2,
below.
Item 2
A tabulation of data of all the wells within the area of review which penetrate the injection
zone and confining zone, or monitoring zone is provided in Table 1.1. A tabulation of wells
in the AOR which penetrate the intermediate and Floridan aquifers is provided in Table 1.2
below.
Table 1.2 Intermediate And Floridan Aquifer Wells Within Area of Review
Cased
Final casing Depth(feet Total Depth
Map No. Owner Well tvpe Diameter (in) bls) (feet bls)
Collier Co. NA NA 717 760
52 Collier Co. PWS 0 734 780
53 Collier Co. MaN 0 734 780
54 Coilier Co. PWS 0 720 800
55 Collier Co. MaN 0 720 800
380 Collier Co. NA NA 700 800
391 Collier Co. PWS 16 720 800
70 Collier Co. PWS 0 705 801
71 Collier Co. MaN 0 705 801
387 Collier Co. PWS 20 705 801
56 Collier Co. PWS 0 744 891
57 Collier Co. MaN 0 744 891
68 Collier Co. PWS 0 735 951
69 Collier Co. MaN 0 735 951
389 Collier Co. PWS 20 735 951
64 Coilier Co. PWS 0 780 952
65 Collier Co. MaN 0 780 952
60 Collier Co. PWS 0 740 975
2-3
Agenda Item No. 16C3
January 27. 2009
Page 26 of 130
Cased
Final casing Depth(feet Total Depth
MaD No. Owner Well tVDe Diameter (ir~l blsl (feet bls)
61 Collier Co. MON 0 740 975
62 Collier Co. PWS 0 775 977
63 Collier Co. MON 0 775 977
388 Collier Co. PWS 16 775 977
66 Collier Co. PWS 0 750 1011
67 Collier Co. MON 0 750 1011
58 Collier Co. PWS 0 790 1070
59 Collier Co. MON 0 790 1070
373 Collier Co. Test" NA 390 1201
366 Collier Co. MON 6 1815 1930
400 Collier Co. iniection 20 2498 3210
372 Collier Co. Iniection 20 2497 3380
Note: . well was backfilled with cement to 828 feet below land surface
Item 3
The base of the USDW is located approximately 1,190 ft bls at the NCRWTP. The base of the
USDW is located at approximately 1,500 ft bls at Bonita Springs RO WTP to the north of the
project site and approximately 1,200 ft bls at the SCRWTP to the south of the project site.
The bottom of IW-l and IW-2 injection casings are located 2,497 and 2,498 it bls,
respectively. Water quality information obtained during the drilling of IW-2 indicates that
the top of the injectate invaded zone from IW-l is located at approximately 2,406 ft bls. The
base of the USDW is thus located approximately 1,214 it above the injectate invaded zone.
A regional north-south hydrogeologic cross-section was prepared from data in injection
well completion reports. The locations of the injection wells and the line of the cross-section
are shown on Figure 6 and the cross-section is shown in Figure 7. Figure 9 summarizes
transmissivity, dissolved chlorides, and uses for each USDW at the NCRWTP.
Item 4
Hydrology and geologic structures can be ascertained using Figures 6, 7, and 8. Figure 8
summarizes the local area lithology, stratigraphy, hydrology, and confinement.
Item 5
Regional geologic settings can be ascertained using Figures 6 and 7.
Item 6
If injection welllW-2 could not be used because of either planned shut-ins or well failure,
the waste stream from the NCRWTP would be sent to well IW-l. In the unlikely event that
neither of the two wells could be used, the water plant would be shut down, terminating the
on-site generation of liquid wastes. Please refer to Section 5.2 and Section 3.3 - Emergency
Operating Procedures of the Operation and Maintenance Manual, Collier North County Regional
Water Treatment Plant WelllW-l and IW-2,CDM, July 2005, copies of which are provided in
Appendix B, for additional details related to contingency plans to cope with will shut-ins or
well failures.
2-4
Agenda Item No. 16C3
January 27. 2009
Page 27 of 130
Item 7
There are no known wells within the area of review that are not properly completed
or plugged.
Item 8
The current Certification of Financial Responsibility for the injection well system, dated
March 11, 2003, was based on an estimated plug and abandonment cost of $429,948. An
updated plug and abandonment plan for the injection well system with estimated costs in
2007 dollars is presented in Appendix C. The total estimated cost of plugging and
abandoning the injection well system is $461,011. A current Certification of Financial
Responsibility is being prepared and will be submitted under separate cover.
Item 9.a.
Please refer to Missimer International, Inc. 1996. North Counh} Regional Water Treatment Plant
Injection Well IW-2 Completion Report. Volume I-Text for available construction, logging and
testing data for the injection well system submitted in April 1996. No new data has been
obtained since the completion of the well other than the MIT and monitoring data described
below.
Item 9.b.
The injection well underwent a successful demonstration of the mechanical integrity in
February 2006. TIle results of mechanical integrity testing were summarized in the
Mechanical Integrity Testing Report, Collier North County Regional Water Treatment Plant Well
IW-2, CDM, June 2006. Portions of the report are included in Appendix D for your
convenience.
Item 9.c.
Injection well system operating data for the period from January 2003 through April 2008
are provided in both tabular and graphical format in Tables 2 through 4 and Figures 10
through 20. An interpretation of the injection well system operating data is provided below.
DZMW-1 Upper Zone - Table 2 and Figures 10 through 12 present water quality data for
the upper monitoring zone of DZMW-l. Readings of pH, Specific Conductivity, Chloride,
Sulfate, Field Temperature, Total Dissolved Solids (TDS), TKN are presented. Ammonia
test were discontinued when waters from the NCWRF were no longer injected into
NCRWTP injection wells. '1118 permit for IW-l (50581-478-UO) presents the removal of test
for Ammonia at DZMW-l. There does not appear any upward or downward trend in
parameters. There is no indication of upward fluid migration.
Maximum and minimum monthly water level data for the upper zone of DZMW-1 are
provided in Figure 13. Review of the data shows that both maximum and minimum water
levels are stable throughout the reviewed period. The average water level is roughly 32
feet NGVD. The water level data gives no indication of upward fluid migration into the
interval monitored by the upper zone of MW-l.
2-5
Agenda Item No. 16C3
January 27, 2009
Page 28 of 130
DZMW-l Lower Zone - Water quality data for the lower monitor zone of MW-l are
presented in Table 3 and Figures 14 through 16. Readings of pH, Specific Conductivity,
Chloride, Sulfate, Field Temperature, Total Dissolved Solids (IDS), TKN are presented.
Ammonia test were discontinued when waters from the NCWRF were no longer injected
into NCRWTP injection wells. The permit for IW-l (50581-478-UO) presents the removal of
test for Ammonia at DZMW-l. There does not appear any upward or downward trend in
parameters. There is no indication of upward fluid migration.
Maximum and minimum monthly wellhead level data for the lower zone of DZMW-l are
provided in Figure 17. Review of the data shows that monthly maximum and minimum
water levels are relatively stable throughout the review period. There no indication of
upward migration of injected fluids.
IW-2 Operating Data -Injection well operating data are presented in Table 4 and Figures 18
through 20.
Maximum, minimum and average monthly pumping rate data presented in Figure 18
varied between a maximum of 4769 and a minimum of 1115 gallons per minute (gpm) when
the well was being utilized.
Maximum, minimum, and average monthly wellhead pressure data are presented in Figure
19. The Maximum wellhead was exceeded by 4 psi (104 psi) in July 2005. This appears to be
a single event, has not been repeated, and is below the MIT pressure test value. Other
recorded parameters for that day are normal.
Annular pressure data are presented in Figure 20. In general, annular pressure varied
between 53 and 73 psi with the exception of when the well was pulled offline. Minimum
annular pressure values of zero represent periods during that reporting month when the
chart recorder failed due to power outages or other type of brief failure. Each of the chart
recorder failures have been brief in duration (typically less than 24-hours) unless there was
an extended period of power outage related to weather. Review of the deep injection well
operating data gives no indication of a lack of mechanical integrity of the injection well
system.
Item 9.d.
The injection procedure is described in Section 4.1 Start-Up Procedures of the Operation and
Maintenance Manual, Collier North County Regional Water Treatment Plant WelllVV-1 and lVV-
2,CDM, July 2005. A copy of Section 4.1 of the operation and maintenance manual is
provided in Appendix E.
Item 9.e.
Rock formations in the injection zone and confining interval are composed primarily of
limestone and dolomite. No chemical reaction between the injected fluid and these minerals
is anticipated. The most recent wastestream laboratory report is provided in Appendix F.
2-6
Agenda Item No. 16C3
January 27,2009
Page 29 of 130
Item 9.f.
There are no known defective wells within the area of review.
Item 9.g.
Please refer to the Missimer International, Ine. 1996. North County RegionallVater Treatment
Plant Injection Well IW-2 Completion Report. Volume 1- Text and associated submitted
documentation for the requested record drawings.
Item 9.h.
A certification of completion for IW-2 and DZMW-l have been previously submitted to the
Department.
Item 9.i.
Please refer to Operation and Maintenance Manual, Collier North County Regionalll\!ater
Treatment Plant Well IlN-1 and lVV-2, COM, July 2005 for the most current operation manual.
The operation and maintenance of the injection well system is unchanged from that
provided in the existing operation and maintenance manual.
Item 9.j.
No changes to the monitoring program are proposed.
Item 9.k.
Please see the proposed plugging and abandonment plan provided in Appendix C.
Appendix C Figure 1. Figure 1 provides a diagram of the configuration of the injection well
and monitor well, respectively, following plugging and abandonment of the injection well
system. The currents costs of $461,011 have increased less than 10% from the previous costs
of $429,948 which was submitted with the Certification of Financial Responsibility during
the previous permit cycle. A current Certification of Financial Responsibility is currently
being prepared for submittal under separate cover.
2-7
Agenda Item No. 16C3
January 27,2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep InjectitagweD of 130
IW-2 Operating Permit Application
Section 2
Figures
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Agenda Item No. 16C3
January 27, 2009
Page 65 of 130
Monthly Monthly
Chloride Conductivity Ammonia TKN Sulfate Temperature Max. Water Min. Water
Date TDS (mg/L) (mg/L) (umhos/cm) (mg/L) (mg/L) (mg/L) pH (S.U.) (e) Level (feet) Level (feet)
- ~~~~~j: :~~i . ~H~ t mL__ :l~.36. l~~j.t~jiH-;!.l.~.H~if ~~.~
May-O"3 4400 2100 -----7700 6-~~=l_9:~?=t=~I70! -7.5?_ --J8.9" . 31.0 30,0
Jun-03 -.. 5400 -. -2~-----------noo-'-- 0.45 I 0.59.--+--730 t" 7.49 29.6 ~-I~-
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'" "'00 1-.,," -t ,"00:-:-' ",,-, ""I "'u' "" 7j9~~-C-30,4~=t=- j2~ 310
'Jun-04 i -----5~- 2100 -7906" - ------0.55 ----FO.59-~-670 ~ I ~T --R2~O 31.0--
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Oct-04 539~ 2400 l--n__ 7100 _:_ 0.4_1 _ +_ O.6.~i__ 710 t. 7,_43 I _,}1.DI _ 33.0 32.0
Nov~Q4 --5300____~~o-.J=-f9ClQ~~--J- ---0)5- __j---o~~L ! --6~~ ___ 7.6ff=6 - 30.LJ-_--=33.0 - 1~~
Dec-04 ____1_____:__ I _-1__ --1_--.ZS2 __28_!._______~~20 310
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Nov-06. 5.090 . 2.300 + 8.300, ~;~ ! 054 . 720=F-762. 314 ..$:-. ~;^
i 0.53 ~b.:::~t::Rt
0.48
May-O?.:. 4:60tij.... 2,300 . I 7,740 0,58 780 1 ...1.77.. 27.6 . I. 32.0 32,0
Jun-07 i -----{400- 2,200 ] ---rG90 , 0,54 -6-40 7"95-- -25--:e- 32,0 32,0
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COM
P ',Coll'e' Coun'''' ..lnlectlDn W.II,INCRWTC",J'I'.2',._NCRWTP IW.e P.",,,, Renewal\:!-5e"'un Z'.F,~u,e,\Well d~.. g'aphs ~,b'e,\MW "ppe' '01'" dacnl.
Table 3. NCRWTP DZMW-1 Lower Monitor Zone Data
Agenda Item No. 16C3
January 27,2009
Page 66 of 130
I
Monthly
Max.
Water
Level
(feet)
Monthly
Min.
Water
level
(feet)
Chloride Conductivity Ammonia TKN Sulfate
Date TDS (mgfL) (mg/L) (umhos/em) (mgfL) (mg/L) (mgfL) pH (S.U.) Temperature ( C)
l--~an-03 33300 19550 48600 0.13 0.68 3168 7.34 t=- 30.9
Feb-03 33825 20150 48800 ._.1l.,~8._. ___.. 2865 7.71 30.4
Mar-03 33400 19800 35500 0.25 2857 7.38 31.4 3.0 -5.0
..~r:()~___ ___ _._....__ .__.. 7.42 31.3 4.0 __~
May-03 27000 19000 49000 0.17 ____ _. 2500._.. .7.4~_"f-~_}1.l....__ 4.0 3.0
~n.-03 25000 19000 50000 0.15 2600 7.35 31.3 4.0 ._12._
Jul-03 33000 19000 41000 0.11 1 __ ~900 _ 7.38 31.4 5.0 4.0
~u9-03 31000 18000 i---..5100()_ _._014_J.....Q,6~._ ....2800..___725 31.4 5.0 _ 3Ai--
Sep-03 .... _ 7.25 32.0 5.0 4.0
- Oel-O"3-' --27000'" "-19000 50000_ 0.14 "0-:51"-- -2900-' 7"3,-' --. . '31~~-' -"5.0 ._. ~o......
Nov-03 1 22000 24000 50000 0.12 0.94 2700.1. 7.32 f--. 31.5 15.0 4.0
-Oee-031'21000"-1 20000 51000 0.15 0.89 2700 7.53 f--. 31.4 15.0 .__~
-~:~:g~+30000-" 21000~10_()O..==_CC08__058"3100 7.91 f--..- 31.3 L 5.0 _..~
Mar-04 34000 21000 50000 0.11 0.55 3200 7.46 31.3 4.0 4.0
Apr-04 360QO_ _ 20QOQ. 50000 0.085 0.71 2900 7.51 31.8 4.0 4.0
May-04 5100 2600 _.~800_.__ __0.31__ ~..~_ 730 7.36 f--__3L6_ ___I--~~_" ..__}~o......
Jun-04 39000 19000 51000 ~__. 0.,17._.. 0.59 _.2?0IJ..... _.7,49_+_..____31.2 5.0 3.0
__Ju1:04:_.___ .4:2ilOQ__ _.19000 51000 0.1 0.67 2900 7.53 f---.. 31.4 4.0 2.0
Aug-04 I 40000_ 17000 51000 0.18 0.66 2700 7.43 31.6 4.0._ ._.._42._
Sep-04 t 40000 "'12000-' ..~OOO_. ! 0.31..._ __0.4 3lQ.().. ... 7.52 ..._ 31,13._._~0 4.0
_..oct-Q.4:.. _ 38000__ 19000..._ 46000 0.14 0.91 4700 7.343~1~ 1--~Q_.-....~4-
Nov-04 40000_......18000 L ._51000._ _cc1.2__ __0~5__30QQ..__J4.L f---.32.2_.___f--_.40 4.0
Dec-04 I . _.______.._.. 7.40 1---_ 30.6 4.0 3.0
_.Ja-,,:Q.5.._~____......._.. .. _________1 7.40 ____..3L1..._ ..__.4:0_ ...34-
Feb-05 L 7.62 30.6 4.0 3.0
Mar-05 36000 20000 51000 0.16--' 0.92'1 2'600 - -'147 31.4 4.0 3.0
Apr-05 36,000 20,000 --5'7.000- -0:17"-'" soi"-- -i.800- -"Tfo' . - -- 324"--i-'-- 4.0 3.0
[,fay-05 -. 35 000- -1700' 43,800 I 0.84 1,300 7.41 31.2 I 4.0 3.0
Jun-05 37.000 19,0~_~__45,()Oo.= :_..:=--~-"0.48 ..2:800:-; 7.51 -- 309_1...._40 3.0
Jul-05 51,000 16,000 53.000 0.53 3.000 t 7.40 31.3 I 4.0 4.0
AU9-05 38,000 18,000 46.000" -.--..---.. 0.86- i,600 I 7.55" ------31.4 I 4.0 .."...3.0__
_ Sel':0.5.___.3..1..000 _18cOO()_. 43.000 ____ 057... _ 3000 _ I _742._.. _191 __!_.._4,0___ _3.1l......
_.~~~:~~..__;:~~L ..~~~~~~... ... :;~~~ _____1 ~_:L -;:~~~ l..,,]:t __ ;~ ~ ___I:~ ~:~
Dec-05 42,000 18.000 51,000 1 10 2300' 743 284 4.0 3.0
Jan-06 37,000 18,000 52.000 -- 062- - 3000.... 757 303 4.0 3.0
Feb-06 36,000 13.000 43.000 ------093- ""'3,0Q()"i--749- - 303 4.0 3.0
_Marc06_ _3~.oOO _! ..16.Q00_ ..50.000..-012 075.. 3000 ' 750 30.3.. _~""'-4~0--- "-3.0 --
-#'=.Q.6__ 40,700 18,000 ----:Jg.QClQ........l..__....Jl.l.9...... 3,000 7.43 __30c4:...... . .._3,0 3.0
_May-06 38.000 19,000 50.()()O"..~___...._____Jc2D.......3.1.QQ..._:_J36..__.. 29.2 4.0 2.0
....-Jun:0f!.._47,000....l8,00..0___4BOOO _..____ ... ..094.._ ..,4,QOil-L..745_ ___.._ 28.6 ___.3.~ _ 2,0_
Jul-06 41,400 16.000 46.000 0.89 3,000 7.66 28.7.._ 3.0 3.0
_I\U9..06 36.300 17.000 48.000 0.75 2.800 7.13 29.7 4.0 3.0
Sep-06 37,300 19,000 50.000 0.66 3,200 8.12 23.2 4.0 4.0
O;t-Oii- -36.600--17:000"-4800..0'-----.. "6~72--3)00- --'144.... --.. 28.4 -- ----- ......-
Nov-06 15,300 -18,000- -2'3,"000 .. .. 0~24- -0:73"---"2,760-" 7.50"- 24.4
_Dec-06 ... 38,700 20,000 50.()()Q..... __2c.14...... .....Q.:J8-=t-..FOO Bc8!l....~ 25.3 .-.. -i.o--'
_~:~:~i" -~;:~~~ ..n1~~"~~ --- ~H~t-_~~~ - 6;~--I"H%~-i;~ f"~Hn- ;~ ......
~r~07_ _ 31,000.20,000 _ 51,700 n .... ... _1_...018 '_..2..8_00.._. .._?74._ 1....__259 .....Jl__
ifJf-1m~-~-i~:~~-"~im~,==-~=-.~:-~~}....~H~~~ =~I.i=+=-=~E~-" ;.~ ....
-~~~:~i r-;~.~~~__f---i~'~~~ ... ~~~~~. r '-----j . ~.~~.. .: ;~6~n i~:-- ;~; n_ -~~ .....
I ~~}:~i T ;:~~a~~:~~~ + 1H6%-+-"---ib~ -: -;~6n i;; ;~~ - --~~
2.0
2.0
3.0
2.0
2.0
2.0
2.0
2.0
3.0
---..-
2.0
3.0
2.0
CDI\II
P:\Collief Countyl_ln)ectjon W"lIsINCRWTP\IW.2\4.NCRWTP IW.2 Pennrt Renawal\3-$ection 2\Figures\Well data graphs_tableslMW Lower ?Une date.xls
Table 3. NCRWTP DZMW-1 Lower Monitor Zone Data
Agenda Item No. 16C3
January 27, 2009
Page 67 of 130
Monthly Monthly
Max. Min.
Water Water
Chloride Conductivity Ammonia TKN Sulfate level Level
Date TDS (mg/L) (mg/L) (umhos/cm) (mg/L) (mg/L) (mg/L) pH (S.U.) Temperature (C) (feel) (feel)
Dee-O? 32,000 20,000 45,400__ ~--=to_o~ _ 2,900 .7.88 . 25.3 4.0 3.0
Jan-08 32.000 1~,000 47.000 .___ _ 0.40_ 'IT ,,,, ., ~RtL 3.0
-,;:--
Feb-08 31.000 19,000 44.300 0.42 2,700 ..75~ . 29.0 .__ _~. . 3.0
Mar-DB -. 32.000 19,000 .- :H~~ +- --Il:~ ~00...2]8 _29Jl......__ 4.0 3.0
Apr-08 31,000 19,000 ~.~~~ . -;;~f - ;~+--T ~.~- ---M---
---tj~y-58 -,.-.
32,000 19.000 3.0
*Note: Anomalous chloride value reported for Mav 2005. , I I I
COM
P:\Collie, County\_lnjac1i<:m W,"ls\NCRWTP\IW-2\4-NCRWTP IW-2 Petmit Renewarl3-Section 2\Figur"slWell data g'''l>hs_tabl","\MW Lower zone data. xis
Table 4. NCRWTP Injection WeIlIW-2 Data
Agenda Item No. 16C3
January 27, 2009
Page 68 of 130
Maximum Minimum Minimum Average
Maximum Minimum Average Monthly Monthly Average Maximum Monthly Monthly
Monthly Monthly Monthly Wellhead Wellhead Monthly Monthly Annular Annular
Pumping Pumping Pumping Pressure Pressure Wellhead Annular Pressure Pressure
Date Rate (gpm) Rate (gpm) Rate (gpm) (psi) (psi) Pressure (psi) Pressure (psi) (psi) (psi)
Jan-03 2996 0 1639 37 22 29 69 57 61.9
Feb-03 2464 0 1430 38 24 27.1 70 57 62.7
Mar-03 2676 0 1706 41 26 31.1 65 54 59.5
Aor-03 2159 0 1440 37 18 26.6 66 55 62.2
May-03 2503 0 1237 41 11 17.8 66 59 62.1
Jun-03 3281 0 1781 44 10 30.2 65 27 60.3
Jul-03 4736 0 1760 41 26 31.3 66 58 62.8
Auq-03 4624 0 2215 46 24 37.9 70 61 64.5
Sep-03 3065 0 1802 55 26 32.4 69 64 65.9
Oct-03 2733 0 1911 42 25 27_9 68 62 65.2
Nav-03 3007 0 1272 44 20 28.8 68 45 61.3
Dee-03 2896 0 1628 42 24 29.7 67 47 60.6
Jan-04 2837 0 1331 41 24 28.1 69 44 59.4
Feb-04 3142 0 1654 42 25 31.8 66 52 58.6
Mar-04 4769 0 2551 64 16 32.5 64 53 58.7
Apr-04 4229 0 2985 50 10 32.2 68 54 59.8
Mav-Q4 4183 0 2351 49 12 29 65 50 58.1
Jun-04 2991 0 1989 32 10 23.6 64 54 60.4
Jul-04 2392 0 1693 28 6 21.9 65 58 60.2
Aua-Q4 1944 0 1140 22 9 14.8 63 58 60.4
Sep-04 2376 0 1170 26 8 16.8 64 58 60.8
Oct-04 0 0 0 20 17 17.9 67 37 59.2
Nov-04 0 0 0 19 19 19 60 54 566
Dev-04 0 0 0 20 0 19.1 58 0 54.6
Jan-05 0 0 0 0 0 0 0 0 0
Feb-05 0 0 0 20 18 18.6 56 50 536
Mar-OS 0 0 0 19 18 19 57 51 53.5
Apr-OS 2815 0 879 32 11 21.9 65 50 57.5
May-OS 3119 1115 2190 34 18 25.9 64 58 61.1
Jun-05 3366 0 1375 33 10 20.7 66 27 60.8
Jul-05 2370 0 1181 104 18 22.8 64 59 60.5
Aua-05 2440 0 1286 28 15 22.4 65 58 62.7
Sep-OS 2167 0 46 26 15 15 66 59 62.1
Oct-OS 3968 0 1544 44 13 23 65 54 61.5
Nav-OS 3128 0 1835 37 12 26 62 53 57.1
Dee-OS 3347 0 1101 38 14 23 59 15 57.2
Jan-06 0 0 0 23 15 20.9 60 52 56.2
Feb-06 2690 0 129 28 21 22.9 59 48 54.7
Mar-06 3307 0 22885 61 10 27 65 50 596
Apr-06 3420 0 2482.2 38 11 264 65 58 61.3
Mav-06 3072 0 2137 32 10 23.3 65 59 64
Jun-06 2274 0 455.7 45 8 21.4 70 0 59.5
Jul-06 0 0 0 10 8 8.8 71 64 664
Auq-06 0 0 0 9 8 9.3 72 65 70
Sep-06 0 0 0 11 8 88 72 65 68.2
Oel-06 3764 0 295.6 52 8 128 72 61 69.2
Nav-06 3139 0 1490 34 8 20.7 69 58 636
Dee-06 0 0 0 9 8 8.4 71 62 68.7
Jan-07 0 0 0 11 8 9.9 71 60 67.9
Feb-07 0 0 0 24 11 10.9 69 60 604
Mar-07 0 0 0 12 11 12 71 62 66.3
Apr-07 0 0 0 13 12 12 72 63 67.5
May-07 0 0 0 13 12 12.4 73 65 68.8
Jun-07 0 0 0 16 12 13 74 64 69.7
Jul-07 0 0 0 14 13 13.4 74 68 72.5
Auq-07 0 0 0 13 13 22.1 75 68 73
Sep-07 1552 0 608 31 22 24.4 75 64 67.9
Oel-07 1513 0 71.9 32 21 22.6 73 65 69.3
Nav-07 3072 0 1537 36 18 26.3 73 61 66.2
Dee-07 2942 0 1661 32 16 26 71 61 67.8
Jan-08 2457 0 411.7 30 18 20 71 60 67.9
Feb-08 2964 0 1917 32 16 26.3 69 61 65.4
Mar-08 2407 0 1943.6 28 19 25.5
COM
P:\Collier Count'll_lnjection Well,INCRWTPlIW.214.NCRWTP IW.~ P~rmii Renewal'.3.SectJo~ 2'.Fi~l!fe5\Well data gr"ph._tabl~,'.IW.~ injection well ~.ta.><I.
CDM
4-APPL_ TE~T_DOUGOOC
Agenda Item No. 16C3
January 27, 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep Injec~m of 130
IW-2 Operating Permit Application
Appendix A
FDEP Permit 50581-477-UO
~
tj
fi
~ HOR
Florida Department of
Environmental Protection
Agenda Item No. 16C3
January 27,2009
Page <l6[ll)fid lllVist
Governor
.Jell Kotlkamp
Lt. Governor
u .;
~
.
ioI ..
_ -r
South District
P.O. Box 2549
Fort Myers, Florida 33902-2549
Michael W. Sole
Secretary
BY ELECTRONIC MAIL:
In the Matter of an
Application for Permit by:
January 29, 2007
Paul Mattausch, Water Director
Collier County Water-Sewer District
3301 East Tamiami Trail, Bldg H
Naples, FL 34120-0000
paulmattausch0koll ien!ov. net
Collier County - U1C/IW
FDEP File No. 50581-477-UO
North Collier County WTP
Reverse Osmosis IW-2
Class I Injection Well
Major Modification for
Alternative Well Design
NOTICE OF PERMIT ISSUANCE
Enclosed is Permit Number 50581-477-UO to perform major modifications to a Class I Injection Well (IW-
2) system, issued pursuant to Section(s) 403.087, Florida Statutes.
Any party to this Order (permit) has the right to seek judicial review of the permit pursuant to Section
t20.68, Florida Statutes, by the filing ofa Notice of Appeal pursuant to Rule 9.1 10, Florida Rules of Appellate
Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard,
Mait Station 35, Tallahassee, Florida 32399-3000: and by filing a copy oftbe Notice of appeal accompanied by
the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within
30 days from the date this Notice is filed with the Clerk of the Department.
Executed in Lee County, Florida.
STATE OF FLORIDA DEPARTMENT
OF ENVIRONMENTAL PROTECTION
--,-
Jon M. Iglehart
Director of District Management
Page 1 of 2
"\Iore Protecfion, Less Process"
WfnV.dlT.statcjl. us
Agenda Item No. 16C3
January 27,2009
Page 71 of 130
CERTIFICATE OF SERVICE
The undersigned designated clerk hereby certifies that this PERMIT ISSUANCE and all copies were mailed
before the close of business on January 29, 2007 to the listed persons.
Clerk Stamp
FILING AND ACKNOWLEDGMENT
FILED, on this date, pursuant to Section 120.52, Florida Statutes, with the designated Department Clerk, receipt of
which is hereby acknowledged.
/.iLa .j). .~ '7'Y'.:::x
Clerk
January 29. 2007
Date
JMI/AMM/rcd
Enclosure
Cc William S. Manahan [llanahafl\~:s(Zicdm,<':()[TI
Nancy Marsh, EP A (l11arsh.nancv(a'epa.l!Q~)
Steve Anderson, SF\\lMD (sanderso(u-srwmd.gov)
Ron Reese, USGS (rsreese0 us!:!s.eov)
Joe Haberfeld, FDEP fioc.hab"lfeldrirdeo.state.fl.us)
Page 2 of2
i'f .
~ FlORtM
Florida Department of
Environmental Protection
Agenda Item No. 16C3
January 27,2009
Page ilBaoM lllilist
Governor
Jeff Kottkamp
Lt. Governor
,.-,,-- ~~..."'-- ~
4il t.. J. -...tld ..oL ........... ~
~_ ...d ...d'"
South District
P.O. Box 2549
Fort Myers, Florida 33902-2549
Michael W. Sole
Secretary
BY ELECTRONIC MAIL:
PERMIT
PERMITTEE:
Collier County Water-Sewer District
3301 East Tamiami Trail, Bldg H
Naples, FL 34120-0000
Penn it/Certification
Number: 50581-477-UO
Date of Issue: January 25, 2007
Expiration Date: November 19,2008
County: Collier
Latitude: 26014' 35" N
Longitude: 81"41' 10"W
Section/Town/Range: 35/48S/26E
Project: North Collier County WTP
IW-2 Class I Injection Well
Major Modification for
Alternative Well Design
This permit is issued under the provisions of Chapter 403, Florida Statutes (F.S.), and Florida Administrative Code
(F.A.C.) Rules 62-4, 62-520, 62-528, 62-550, and 62-660. The above named permittee is hereby authorized to
perform the work or operate the facility shown on the application and approved drawing(s), plans, and other
documents, attached hereto or on file with the Department and made a part hereof and specifically described as
follows:
Retrofit the existing nomina116 inch diameter steel injection tubing in the Class I Injection Well IW-2 with
15.8-inch fiberglass (fRP) injection tubing and fully cementing the annulus. Under this modification the
existing maximum injection rate and pressure shall not exceed 4375 gallons per minute (6.3 MOD) and 100
pounds per square inch, respectively.
The Application to Construct/Operate/Abandon Class 1, 111, or V Injection Well System, DEP Form 62-
528.900(1), was received April 10, 2006 with supporting documents and additional information last received on
June 9, 2006. Project is located at the North County Regional Water Treatment Plant, Naples, Collier County,
Florida.
The following modifications (highlighted) to existing Specific Conditions in the Class I Injection Well
Operation Permit (50581-311-UO) shall be attached to the existing permit and become a permanent part thereof.
Subject to Specific Conditions 1-8.
Page I of8
PERMITTEE: Collier County
Agenda Item No. 16C3
January 27,2009
PennitlCert. No: 50581-477-l.R')Jge 73 of 130
Date ofIssue: January 25, 2007
Expiration Date: November 19, 2008
SPECIFIC CONDITIONS:
1. GENERAL CRITERIA
a. Any pennit noncompliance constitutes a violation of the Safe Drinking Water Act and is
grounds for enforcement action; for permit termination, revocation and feissuance, or
modification; or for denial of a pemlit renewal application.
b. It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
conditions of this permit.
c. The permittee shall take all reasonable steps to minimize or correct any adverse impact on the
environment resulting from noncompliance with this penn it.
d. Proper operation and maintenance includes effective pelformance, adequate funding, adequate operator
staffing and training, and adequate laboratory and process controls, including appropriate quality
assurance procedures.
e. This pemlit may be modified, revoked and reissued, or tenninated for cause. The filing of a
request by the pennittee for a pemlit modification, revocation or reissuance, or termination, or
a notification of planned changes or anticipated noncompliance, does not stay any permit condition.
f. \Vhen requested by the Department, the permittee shall furnish, within the time specified, any
information needed to determine whether cause exists for modifying, revoking and reissuing,
or tenninating this permit, or to determine compliance with this permit.
g. Signatories and Certification Requirements
(1) All reports and other submittals required to comply with this permit shall be signed by a person authorized
under Rules 62-528.340( I) or (2), F.A.C.
(2) In accordance with Rule 62-52R.340(4), F.A.C., all reports shall contain the following certification:
"I certify under penalty of law that this document and all attachments were prepared under my
direction or supervision in accordance with a system designed to assure that qualified personnel
properly gather and evaluate the infomlation submitted. Based upon my inquiry of the person or
persons \vho manage the system, or those persons directly responsible for gathering the
information, the infomlation submitted is, to the best of my knov.'ledge and belief, true, accurate
and complete. Jam a\.\'are that there are significant penalties for submitting false information,
including the possibility of fine and imprisonment ror knowing violations."
h. The pennittee shall notify the Department and obtain approval prior to any physical alterations or
additions to the injection or monitor welL including removal of the well head.
i. The permittee shall give advance notice to the Department of any planned changes in the
permitted facility or injection activity that may result in noncompliance with pelmit
requircments.
J. The pClmittee shall report any noncompliance that may cndanger health or the environment. to include:
(1) Any monitoring or other infonnation which indicates that any contaminant may cause an
endangerment to an underground source of drinking water; or
(2) Any noncompliance with a pennit condition or malfunction of the injection system which
may cause fluid migration into or between underground sources of drinking water.
Page 2 of 8
SPECIFIC CONDITIONS:
Agenda Item No. 16C3
January 27, 2009
Permit/Cert. No: 5058I-477-lR:\lge 74 of 130
Date oflssue: January 25, 2007
Expiration Date: November 19, 2008
PERMITTEE: Collier County
(3) Any information shall be provided orally within 24 hours from the time the permittee becomes aware of
the circumstances. A written submission shall also be provided within 5 days of the time the permittee becomes
aware of the circumstances. The written submission shall contain a description of the noncompliance and its cause,
the period of no ncornplia nee, including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time it is expected to continue; and the steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
k. No underground injection is allowed that causes or allows movement of fluid into an underground source of
drinking water.
1. The permittee shall retain all records of all monitoring information concerning the nature and composition of
injected fluid until five years after completion of any plugging and abandonment procedures specified under Rule
62-528.435, F.A.C. The permittee shall deliver the records to the Department office that issued the permit at the
conclusion of the retention period unless the permittee elects to continue retention of the records.
2. OPERATING REQUIREMENTS
a. Injection of fluids other than those permitted into the disposal wells(s) will constitute a violation of this permit
and shall constitute cause for permit revocation and possible enforcement action for water quality violations.
b. Injection into the well shall not exceed 4375 gallons per minute (6.3 MGD) and injection pressure as measured
at the wellhead shall not exceed 100 psi.
c. In the event the permittee is temporarily unable to comply with any of the conditions of a permit due to
breakdown of equipment, power outages, destruction by hazard of fire, wind, or by other cause, the permittee of the
facility shall notify the Department.
(1) Notification shall be made in person, by telephone, or by telegraph within 24 hours of breakdown or
malfunction to the South District office.
(2) A written report of any noncompliance referenced in Specific Condition 2.c.1) above shall be submitted to
the South District and Tallahassee offices within five days after its occurrence. The report shall describe the nature
and cause of the breakdown or malfunction, the steps being taken or planned to be taken to correct the problem and
prevent its reoccurrence, emergency procedures in use pending correction of the problem, and the time when the
facility will again be operating in accordance with permit conditions.
d. The permittee shall calibrate all pressure gauges, flow meters, chart recorders, and other related equipment
associated with the injection well system on a semiannual basis. The pemlittee shall maintain all monitoring
equipment and shall ensure that the monitoring equipment is calibrated and in proper operating condition at all
times. Laboratory equipment, methods, and quality control will follow EP A guidelines as expressed in Standard
Methods for the Examination of Water and \Vastewater. The pressure gauges, flow meters, and chart recorders
shall be calibrated using standard engineering methods. Calibration records shall be kept by the permittee at the
permitted facility and be available for inspection by Department personnel upon request.
e. In the event a well must be plugged or abandoned, the permittee shall obtain a pemlit from the Department as
required by Chapter 62-528, Florida Administrative Code. When no longer used for their intended purpose,
these wells shall be properly plugged and abandoned. Within 180 days of well abandonment, the permittee
shall submit to the DepaJ1rnent and the T AC the proposed plugging method, pursuant to Rule 62-528.460,
F.A.C.
f. An updated operation and maintenance manual shall be submitted to the Department following the completion
of the well modification.
Page 3 of8
PERMITTEE: Collier County
Agenda Item No. 16C3
January 27, 2009
Permit/Cert. No: 50581-477-lRllge 75 of 130
Date of Issue: .JanuaT)' 25, 2007
Expiration Date: November 19, 2008
SPECIFIC CONDITIONS:
3. TESTING AND REPORTING REOUlREMENTS
a. A specific injectivity test shall be performed quarterly on the injection well as required by Rule
62-528.430(2)(b)t.b., F.A.C. Pursuant to Rule 62-528.430(2)(d), F.A.C., the specific injectivity test shall be
perfomled ",'ith the pumping rate to the well set at a predetermined level and reported as the specific injectivity
index (gallons per minute/specific pressure). The pumping rate to be used shall be based on the expected flow, the
design of the pump types, and the type of pump control used. As part of this test, the well shall be shut-in for a
period of time necessary to conduct a valid observation of pressure fall-off. The specific injectivity test data shall
be submitted along with the monitoring results of the injection and monitoring well data.
b. The permittee shall demonstrate the mechanical integrity pursuant to Rule 62-528.300(6)(b) and (c), f10rida
Administrative Code (F.A.C.), at least once every five (5) years during the life of the well. As part of the
mechanical integrity survey a video television survey shall be conducted from the surface to the bottom of the
injection zone or more frequently if deemed necessary by the Department. pursuant to Rule 62~528.425(1 )(d),
F.A.C. The last mechanical integrity test for injection welllW-2 was conducted on February 15,2006. Therefore,
the next mechanical integrity test on the injection "'-'ell shall be completed on or before February 14,2011, or
immediately after the installation of the cemented FRP tubing and as detailed in the April 2006 application
(whichever is sooner).
Additionally, as part of this approval to use an alternative well design, an interim casing pressure test shall be
conducted halfway between the 5.year tests. The first interim pressure test shall be conducted 2.5 years after the
pressure test conducted after the well modification.
c. The Department must be notified seventy-two (72) hours prior to all testing for mechanical integrity on the
injection wells. The testing procedure must be approved by the Department before testing begins, All testing must
be initiated during daylight hours, Monday through Friday. An evaluation of all test results must be submitted with
all lest data.
d. The injection system shall be monitored in accordance with Rules 62.528.425( 1 )(g) and 62~528.430(2),
F.A.C. The following injection well perfomlance and monitor zone data shall be recorded and reported in the
Monthly Operating Report as indicated below. Samples and measurements taken for the purpose of monitoring
shall be representative of the monitored activity.
INJECTION WELL IW-2
The specifications for the injection welJ are as follows:
*Casing
Diameter/Depth
(Inches/Feet)
*Tubing
Diameter/Depth
(Inches/Feet)
*Total
Depth (Ft)
Well
Number
IW-2
20 Steet/2498
15.8 FRP/2460
3200
* below land surface
The injection well shall be monitored in accordance with the parameters and frequencies listed below. The
permittee shall submit monthly a summary of the monthly monitoring data developed from the injection well
instrumentation. All samples shall be collected and analyzed in accordance \\'ith the quality assurance requirements
of Chapter 62-160, F.A.C. The report shall include the following data:
Parameters
Reporting
freauencv
Page 4 of 8
PERMITTEE: Collier County
Agenda Item No. 16C3
January 27, 2009
Permit/Cert. No: 50581-477-lR'llge 76 of 130
Date ofIssue: January 25, 2007
Expiration Date: November 19, 2008
SPECIFIC CONDITIONS:
Injection Pressure (p.s.i)
Maximum Injection Pressure
Minimum Injection Pressure
A verage Injection Pressure
DailylMonthly
DailylMonthly
DailylMonthly
Daily/Monthly
* Annular Pressure (p.s.i)
Maximum Annular Pressure
Minimum Annular Pressure
A verage Annular Pressure
Daily.lMonthly
DailylMonthly
DailylMonthly
DailylMonthly
Flow Rate (g. p.m.)
:t\.1aximum Flow Rate
A verage Flow Rate
Daily/Monthly
Daily/Monthly
Daily/Monthly
Minimum Flow Rate
Daily/Monthly
Total Volume WTP Concentrate Injected (gallons)
Total Volume WTP Concentrate Injected (gallons)
Daily
Monthly
*The Annular Pressure will no longer be required after the FRP tubing is installed and cemented.
WTP Concentrate "l3teT Qualitv
pH (std. units)
Specific Conductivity (llmhos/cm)
Chloride (mg/L)
Sutfate (mgIL)
Field Temperature (CC)
Total Dissolved Solids (mg/L)
TKN (mg/L)
Sodium (mg/L)
Calcium (mg,IL)
Potassium (mgIL)
Magnesium (mgIL)
Iron (mg/L)
Bicarbonate (rnglL)
Gross Alpha (pCi/L)
Radium 226 (pCi/L)
Radium 228 (pCi/L)
Monthly
Monthly
Monthly
Monthly
Monthly
Monthly
Monthly
Quarterly
Qual1erly
Quarterly
Quarterly
Quarterly
Quarterly
Quarterly
Quartcrly
Quarterly
MONITOR WELL SYSTEM:
The monitor well system consists of one deep zone monitor well and one shallow zone monitor ",'ell as listed
below.
Well
Number
Casing
Dia. (00
Depth (bls)
Cased/Total
Page 5 of8
PERMITTEE: Collier County
Agenda Item No. 16C3
January 27, 2009
Permit/Cert. No: 50581-477-lRllge 77 of 130
Date ofIssue: January 25, 2007
Expiration Date: November 19, 2008
SPECIFIC CONDITIONS:
MW-l (Upper)
MW-2 (Lower)
t6" Steel
6 5/8" Steel
900' / 995'
18t5' /1930'
The monitoring parameters listed below shall be developed and reported for the monitor well listed above. The
monitor well casings shall be evacuated of three (3) to five (5) well volumes prior to collection of the water
sample for analysis. The volume of water evacuated shall be based on the calculated volume of water in the
well casing and sampling interval. The water sample collected shall be of sufficient volume to complete the
analysis required. All samples must be analyzed by a laboratof)' certified in the State of Florida. The
laboratory reports shall be submitted; all samples shall he collected and analyzed in accordance with the
quality assurance requirements of Chapter 62-160, F.A.C. The report shall include the follov..'ing data:
Parameters
Reporting
Frequency
Maximum Water Level/Pressure (Ft NGYD or psi)
Minimum "later Level/Pressure (Ft NGYD or psi)
Average Water Level/Pressure
Daily/Monthly
Daily/Monthly
Monthly
\" ater Quality
TKN (mg/L)
Specific Conductivity (/l-mhos/cm)
Total Dissolved Solids (mg/L)
pH (std. units)
Chloride (mg/L)
Sulfate (mg/L)
Field Temperature CC)
Sodium (mg/L)
Calcium (mgiL)
Potassium (mg/L)
Magnesium (mg/L)
Iron (mg/L)
Bicarbonate (mg/L)
Montbly
Monthly
Monthly
Monthly
Monthly
Monthly
Monthly
Quarterly
Quarterly
Quarterly
Quarterly
Quarterly
Quarterly
Additional Parameters for the Lower Zone:
Gross Alpha (pCi/L)
Radium 226 (pCi/L)
Radium 228 (pCi/L)
Quarterly
Quarterly
Quarterly
e. The pennittee shall submit to the Depal1ment the results of all monitoring data collected no later than the last
day of the month immediately following the end of the month of record. The results shall be sent to the Department
of Environmental Protection, South District Office, P.O. Box 2549, Fort I\1yers, Florida 33902-2549. Copies of the
results shall also be sent to the Underground Injection Control Program, Bureau of Water Facilities Regulations,
Department of Environmental Protection, 2600 Blair Stone Road, Mail Station #3530, Tallahassee, FL 32399-:~400.
Page 6 of8
SPECIFIC CONDITIONS:
Agenda Item No. 16C3
January 27,2009
PermitlCert. No: 50581-477-Ul'llge 78 01 130
Date oflssue: January 25, 2007
Expiration Date: November 19, 2008
PERMITTEE: Collier County
f. In accordance with Rules 62-4.090(1) and 62-528.455(3)(a), F.A.C., the permittee shall submit an
application for renewal of the existing operating permit (a minimum of 5 copies) with the applicable fee at
least sixty (60) days prior to the expiration of this operation permit. The application for renewal shall include
the items listed in Rule 62-528.455(3)(b), FAC.
g. This permit modification approval is based upon evaluation of the data contained in the application
received April 10, 2006, and the plans and/or specifications submitted in support of the application. Any
proposed modifications to this pemlit modification shall be submitted in writing to the Underground
Injection Control program manager and the TAC for review and clearance prior to implementation.
Changes of negligible impact to the environment and staff time will be reviewed by the program manager,
cleared when appropriate and incorporated into this permit. Cnanges or modifications other than those
described above will require submission of a completed application and appropriate processing fee as per
Rule 62-4.050, FAC.
h. A professional engineer registered pursuant to Chapter 471, Florida Statutes shall be retained throughout
the modification period to be responsible for the modification operation and to certify the application,
specifications, completion report and other related documents. The Department shall be notified
immediately of any change of engineer.
i. Where required by Chapter 471 (P.E.) or Chapter 492 (P.G.) F.S., applicable portions of permit
applications and supporting documents, which are submitted to the Department for public record, shall be
signed and sealed by the professional(s) who approved or prepared them.
j. The Department shall be notified immediately of any problems that may seriously hinder compliance with
this permit modification, construction progress, or good construction practice. The Department may
require a detailed written report describing the problem, remedial measures taken to assure compliance and
measures taken to prevent recurrence of the problem.
k. The maximum diameter at the couplings shall not exceed 18.2 inches. The maximwn diameter must be
verified by the permittee prior to installation of the FRP tubing.
1. After completion of the modifications, a final report shall be submitted to the Department, the TAC, and
USEPA.
4. EMERGENCY DISPOSAL
a. All applicable federal, state and local permiL,> must be in place to allow for any alternate discharges due to
emergency or planned outage conditions.
b. Any changes in emergency disposal methods must be submitted for Technical Advisory Committee (TAC)
review and Department approval.
c. The pennittee shall notify the local office of the Department within 24 hours in the event the emergency
discharge has been used. The notification should include the reason for using the emergency discharge, tne duration
of the discharge, and the volume discharged. Written notification shall be provided within 5 days after its
occurrence.
Page 7 018
PERMITTEE: Collier County
Agenda Item No. 16C3
January 27,2009
Permit/Celi. No: 50581-477-l..R'Bge 79 of 130
Date of Issue: January 25, 2007
Expiration Date: November 19, 2008
SPECIFIC CONDITIONS:
5. FINANCIAL RESPONSIBILITY
a. The permittee shall maintain the resources necessary to close, plug and abandon the injection and associated
monitor wells, at all times (Rule 62-528.435(9), F.A.C.).
b. The permittee shall revicv..' annually the plugging and abandonment cost estimates. An increase of 10 percent
or more over the cost estimate upon which the financial responsibility demonstration is based shall require the
permittee to submit documentation to obtain an updated Certificate of Demonstration of Financial Responsibility.
C. In the event that the mechanism used to demonstrate financial responsibility should become invalid for any
reason, the permittee shall notify the Department of Environmental Protection in writing within 14 days of such
invalidation. The permittee shall then within 30 days of said notification submit to the Department for approval
new financial documentation in order to comply v.'ith Rule 62-528.435(9), F.A.C., and the conditions of this permit.
6. MECHANICAL INTEGRITY
a. The permittee shall maintain the mechanical integrity of the injection well at all times.
b. If the Department determines that the injection well lacks mechanical integrity, written notice shall be given to
the permittee.
c. Unless the Depmiment requires immediate cessation of injection, within 48 hours of receiving written notice
that the well lacks mechanical integrity the pern1ittee shall cease injection into the well unless the Depmiment
allows continued injection pursuant to d. below.
d. The Department may allow the permittee to continue operation of a well that lacks mechanical integrity if the
permittee has made a satisfactory demonstration that fluid movement into or between underground sources of
drinking water is not occurring.
7. The permittee is reminded of the necessity to comply \vith the pertinent regulations of any other regulatory
agency, as well as any county, municipal, and federal regulations applicable to the project. These regulations may
include, but are not limited to, those of the Federal Emergency Management Agency in implementing flood control
measures. This permit should not be construed to imply compliance with the rules and regulations of other
regulatory agencies.
8. The permittee shall be aware of and operate under the General Conditions of F.A.C. Rule 62-52R.307(t )(a)
through (x), and 62-528.307(3)(a) through (e). These General Conditions are binding upon the permittee and
enforceable pursuant to Chapter 403 of the Florida Statutes.
Note: In the event of an emergency the permittee shall contact the Department by calling (850) 488-1320. During
nannal business hours, the permittee shall call (239) 331-6975.
Issued this
day of
STATE OF FLORIDA DEPARTMENT
OF ENVtRONMENT AL PROTECTION
IMIIAMM/rcd
Jon M. Iglehart
Director of District Management
Page 8 of8
CDM
4-ApPL_TEXT_DOU(;.DOC
Agenda Item No. 16C3
January 27, 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep InjectGlagWeG of 130
IW-2 Operating Permit Application
Appendix B
Section 5 - Contingency Plans and Emergency Disposal
Plan of the Injection Well System Operation and
Maintenance Manual
COM
Agenda Item No. 16C3
January 27, 2009
Page 81 of 130
Section 5
Non-routine and Emergency Operations
5.1 Non-routine Operating Conditions
This section addresses conditions which deviate from normal operations and some
procedures for remedying those conditions.
Injection Pressu1'e
lf the injection pressure of injection wells IW-l and IW-2 exceed 105 psi and 100 psi,
respectively, verify proper operation of the recording devices. lf the recording devices
appear to be functional, reduce the flow to the injection well until the injection
pressure is at or below the regulatory limit for the injection well. If the injection
pressure remains above the regulatory limit and flow cannot be further reduced
due to operational requirements, the well must be shut down and the FDEP must
be notified. The other injection well could be used, so long as the permitted injection
pressure for the well is not exceeded.
Injection Ra te
lf the injection rate is greater than 4,300 gpm for injection welllW-l and greater than
4,375 gpm for injection well IW-2, verify operation of the recording devices. If the
recording devices appear to be functional, reduce the flow to the injection well until
the injection rate is at or below the regulatory limit for the injection well. If the
injection rate remains above the regulatory limit and flow cannot be further reduced
due to operational requirements, then the FDEP must be notified.
System Leaks
If a leak occurs in the injection well system, then the flow should be diverted to the
other injection well and the FDEP should be notified. If the leak occurs upstream
from the diversion connection between the injection wells, then either the membrane-
softening system, reverse osmosis desalination system, or both, should be shut down
to terminate the discharge and tile FDEP should be notified.
5.2 Emergency Operating Procedures
As previously discussed in Section 3.3, there is no permitted emergency disposal
method for the NCRWTP. In the event that the injection wcll system can not be
operated, the water plant will be shut down.
In the event the permittee is temporarily unable to comply with any of the conditions
of a permit due to breakdown of equipment, power outages, destruction by hazard of
fire, wind, or by other cause, the permittee of the facility shall notify the FDEP.
Notification shall be madc in person, by telephone, or by telegraph within 24 hours of
breakdown or malfunction to the office of the Department that issued the permit.
P.\Colhar Countyl_lnj(jclionWell;\NCRWTPIIW_l\NCRWTP IW-1 tUbtr'9\NCWTP O&M l~anual\NCRWTP O&M Sect,un 5.doc
5-1
CONI
Agenda Item No. 16C3
January 27,2009
P.t8llJr5t130
Non-routine and Emergency Operations
A written report of any noncompliance shall be submitted to the appropriate district
office within five days after its occurrence. The report shall describe the nature and
cause of the breakdown or malfunction, the steps being taken or planned to be taken
to correct the problem and prevent its reoccurrence, emergency procedures in use
pending correction of the problem, and the time when the facility will again be
operating in accordance with permit conditions.
In the event a well must be redeveloped, the applicant shall address disposal of
backwashed fluids in a written submittal to the Department. The redevelopment of
the well, including the disposal method, shall be approved by the Department in
writing if it meets all applicable Department rules and it will not adversely affect the
construction or operation of tile well.
5-2
P:\Collla' Countyl_lnjeclionWttlls\NCRWTPlIW-l\NCRWTP IW-1 tubingINCWTP O&M Manua~NCRWTP O&M Section 5.doc
CDM
4-APPt TeXT DouG.DOC
Agenda Item No. 16C3
January 27, 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep Injectihigw"elI of 130
IW-2 Operating Permit Application
Appendix C
Updated Injection Well System Plug and
Abandonment Plan
Agenda Item No. 16C3
January 27, 2009
Page 84 of 130
PROCEDURES AND COSTS FOR THE PLUGGING AND ABANDONMENT OF
INJECTION WELL IW-2 AND DUAL-ZONE MONITOR WELL
COLLIER COUNTY NORTH COUNTY REGIONAL WATER TREATMENT PLANT
Plans for the plugging and abandonment of injection welllW-2 and the dual zone monitor well
are provided in Appendix C Figure 1. Injection welllW-2 would be abandoned by first
removing the wellhead, 16-inch diameter injection tubing, and packer. The open hole will then
be filled with gravel to 10 feet below the base of the 20-inch diameter injection casing, which is
located at 2498 feet below land surface. The 20-inch diameter injection casing will then be filled
with cement to land surface. The dual-zone monitor well will be abandoned by filling both the
6 S/8-inch and 16-inch diameter casings with Portland Cement to land surface. Neat Portland
cement would be used unless permission is granted by the Florida Department of
Environmental Protection (FDEP) to use extenders. The costs associated with implementing the
plugging and abandonment plan (plus 20% contingency) for the wells would be approximately
$461,011 under current market conditions. The currents costs have increased less than 10%
from the previous costs of $429,948 which was submitted with the Certification of Financial
Responsibility during the previous permit cycle. A current Certification of Financial
Responsibility is being prepared and will be submitted under separate cover. The
abandonment plans for the well includes the following 7 major bid items:
Bid Item #1 includes all work associated with mobilization and demobilization of the drilling
rig and supporting equipment suitable for the task. This bid item also includes the work
required to rctrofit the drilling pad with new pad walls to ensure that injected or
formation fluids are not accidentally spilled on the ground.
Pad retro-fit ............................................................................................ $21,500
Mobiliza tion-demo biliza tion.................................................................... $80,000
Bid Item #2 consists of a mechanical integrity test
Con tractor cos ts.......................................................................................... $54,000
Bid Item #3 includes that materials and work required to "kill" the flow of the injection well
using drilling mud.
Drilling mud ............................................................................................... $11,000
Bid Item #4 includes all work required to remove the 16-inch diameter tubing string from the
hole and retrieve the packer, if possible.
Rig time .......................................................................... ............................ $21,500
Bid Item #S includes all materials and work required to fill the open hole interval with gravel to
C-l
Agenda Item No. 16C3
January 27, 2009
Page 85 of 130
10 feet below the bottom of the 20-inch diameter casing, and filling the remaining 10 feet
of open hole and the entire 20-inch diameter casing with neat cement.
Note Section 62-28.270 (7) F AC indicates that "neat cement grout or approved
equivalent" shall be used for well abandonment. For the purposes of this document we
therefore assume that the FDEP would not approve the use of extending cement in
implementing this plan.
File open hole with gravel (est. 2,BOO ft3 @ $$4.00/ft3).......................... $11,200
4,936 cubic feet of cement (@ $16/ft3) ..................................................... $78,976
Rig time ....................................................................................................... $19,000
Bid Item #6 includes all materials and work required to place a cement basketl plug at the
bottom of the 6 5/B-inch diameter casing and fill the 65/8- and 16-inch diameters casings with
neat cement in the dual-zone monitor well
1,850 cubic feet of cement. .................. ................................................... $30,000
Rig time ............................. ......................................................................... $13,000
Bid Item #7 includes all materials and work necessary to clean up the site, including the
transportation and disposal of the used casing and packer.
Transportation and disposal..................................................................... $17,000
Rig time (manpower)..... ............................................... ........................... $27,000
TOTAL CONTRACTOR COSTS "...""""""..." '"......"......"".............."........... $384,176
CONTINGENCY (20'1.,)....",..........".........."......................................................"" $76,835
TOTAL CONTRACTOR COSTS & CONTINGENCY ................................, $461,011
C-2
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4-APPl_TEXT DO)GDOC
Agenda Item No. 16C3
January 27, 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep Injectlhtgwm of 130
IW-2 Operating Permit Application
Appendix D
Mechanical Integrity Testing Report, North Collier
Regional Water Treatment Plant,
Well IW-2, CDM, February 2006
CDIVI
Agenda Item No. 16C3
January 27, 2009
Page 88 of 130
')
9311 Cotlegl! Parkway, Suite 1
Fort Myer~, Florid!ll3919
tel: 239432.9494
fax: 239432-9453
February 28, 2006
Jack Myers, P,G,
Water Facilities
Florida Dept. of Environmental Protection
2295 Victoria Street
Fort Myers, PL 33901-3881
Subject:
Collier North County Regional Water Treatment Plant
Injection we1llW -2 Mechanical Integrity Test
Permit Number: 50581-311-UO
Dear Mr, Myers:
CDM, on behalf, of Collier County, is pleased to provide you with the results of the
mechanical integrity test (MIT) performed on the Collier North County Regional Water
Treatment Plant (NCRWTP) injection we1llW-2, 1he results of the testing performed in
February 2006 confirmed that injection well JVy'-2 has mechanical integrity, Please do not
hesitate to contact me should you have any questions concerning the MIT procedures and
results,
Very truly yours,
t! --I- ?VI--?,
Robert G, Maliva, Ph.D., P.G.
Principal
Camp Dresser & McKee me,
I
\
c, Steve Messner, Collier Co.
Joe Haberfeld, FDEP- Tallahassee
Ron Reese, USGS
Steve Anderson, SFWMD
Nancy Marsh, USEPA
)
consulting. engineering. constlUction . operations
Agenda Item No. 16C3
January 27, 2009
Page 89 of 130
CERTIFICATIONS
Collier County - North County Regional Water Treatment Plant
Injection Well1W-2
Mechanical Integrity Test Results
Permit Number: 50581-31l-UO
I certify under penalty of law that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fine and
imprisonment for knowing violations.
OWNER'S CERTIFICATION
~7!~~ ~f~~6
Paul Mattausch
Water Director
PROFESSIONAL GEOLOGIST CERTIFICATION
)1.-/ -;n/ ~ C. ~/2fj06
Robert G. Maliva, Ph.D., P.G, (FL #1549)
Senior Hydrogeologist
PROFESSIONAL ENGINEER CERTIFICA nON
tv..L4/~ ,;2);>),
William S. Manahan~ P.E. (FL # 51423)
Water Resources Engineer
Agenda Item No. 16C3
January 27,2009
Page 90 of 130
1. MECHANICAL INTEGRITY TEST
The mechanical integrity test (MIT) for Collier County North County Regional Water
Treatment Plant (NCRWTP) Injection Well IW-2 was performed in accordance with the
testing plans submitted to the Florida Department of Environmental Protection (FDEP) on
January 11, 2006, and subsequently modified to include the comments of Mr. Joe Haberfeld,
which were transmitted electronically on January 20, 2006, A copy of the final MIT
specifications that were utilized are included in Appendix A and a well construction
diagram is provided in Figure 1, The MIT included the following elements,
. Pressure test of the annulus between the injection casing and injection tubing,
. High-resolution temperature log.
. Borehole video survey.
. Radioactive tracer survey (RTS).
. Review of historic hydropneumatic system monitoring data (since October 2002
tubing replacement).
. Monitoring of annular pressure during shut-in, start-up, and steady state injection
conditions.
Prior to the mechanical integrity tests, fresh (potable) was injected down the well to reduce
turbidity in the well and establish a buoyant "bubble" at the bottom of the well. A total of
186,575 gallons of water (approximately 7.4 casing volumes) were flushed overnight
(February 13 & 14, 2006).
The high resolution temperature log, pressure test, borehole video survey and radioactive
tracer survey were performed by Youngquist Brothers, Inc, and were witnessed by CDM
personnel. The above tests were judged to have been completed in a satisfactory manner in
accordance with the MIT specifications, The MIT and injection procedures and results are
described below:
1.1. Pressure test of the annulus between the injection casing and injection tubing,
The pressure test of the annulus between the 20-inch outer diameter injection casing and 16-
inch outer diameter steel injection tubing was performed on February 15, 2006, The test was
witnessed by Richard Stross (CDM) and Richard Orth (FDEP). The annulus was pressured
to 151 pounds per square inch (psi) at the start of the test and the pressure over the course of
one hour was recorded. The casing pressure fluctuated by 0.5 psi during the test, but there
was no net change in pressure after one hour, The annulus pressure test thus met the FDEP
test passing criterion of no more than 5% change in pressure after one hour (Rule 62-528.410
(7,c) FAq. That the annulus satisfactorily maintained pressure is evidence that the
injection casing, injection tubing, and packer are intact. Documentation of the pressure test
and gauge calibration is included in Appendix B.
3,200 ft
IW-2
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
.
---- .,
Not to scale
COM
Agenda Item No. 16C3
January 27,2009
r,.., ~~ ...
38-inch O.D.
0,375-inch walt
Conductor cBsing
30-inch 0.0,
0,375-inch walt
surface casing
Portland cement
20-inch O.D.
O,50-inch wall
injection casing
16-inch 0.0.
O.50-inch wall
Injection tubing
YBI Positive seal
packer
Nominal 20-inch dia.
open borehole
Total depth
Figure 1
Collier County NCRWTP Injection W.IIIW.2
Well Construction Diagram
Agenda Ilem No. 16C3
January 27,2009
Page 92 of 130
1.2. High-resolution temperature log
)
A high resolution temperature log was run on the entire well, to 3,200 feet below pad level
(ft bpI), on February 14, 2006, Sharp changes in temperature within the casing would
suggest the presence of flow zones and thus breaches in the casing. A copy of the log is
included in Appendix C. The results of the temperature log are summarized below:
0-40ftbpl
40 - 2,480 ft bpI
Temperature increases with depth from 79.10P to 80.40P,
Very gradual and consistent increase in temperature with depth
from 80.40P at 40 ft bpI to 82.50 P at 2,498 ft bpI, the bottom of the
injection casing, No sharp temperature changes are evident
anywhere in the casing.
2,498 - 2,860 ft bpI
Continued gradual increase in temperature with depth to 83,20F at
2,860 ft bpI.
2,860 - 2,965 ft bpI
Slightly greater increase in temperature with depth to 85,OoP at
2,928 ft bpI, then a more rapid increase with depth to 89.70P at 2,960
ftbpI.
The high-resolution temperature log contains no anomalies that would suggest a lack of
mechanical integrity
1.3. Borehole video survey
A borehole video survey was performed on injection welllW-2 on February 14, 2006, The
steel injection tubing appeared to be in very good condition, with no suggestion of any
breaches or other defects that would suggest the absence of mechanical integrity. A log of
the borehole video survey is provided in Appendix B. A copy of the borehole video is
included in Appendix C.
1.4 Radioactive Tracer Survey
A radioactive tracer survey (RTS) was performed on the 20-inch diameter injection casing on
February 15, 2006, The test was witnessed in its entirety by Richard Stross of CDM. The
survey was performed under dynamic conditions to evaluate the integrity of the grout seal
around the bottom of the 20-inch diameter casing, The integrity of the grout seal is critical
to ensure that no upward migration of injected fluids occurs between the casing and
borehole,
The ejector/ detector tool used for the RTS was equipped with an iodine-131 ejector, a casing
collar locator (CCL), and three gamma ray detectors, which were located the following
distances from the bottom of the tool:
Top gamma ray detector (CRT)
Ejector port
24.0 ft
13,5 ft
Agenda Item No. 16C3
January 27, 2009
Page 93 of 130
Middle gamma ray detector (GRM)
Casing collar locator
Bottom gamma ray detector (GRB)
10.5 ft
9.6 ft
1.2 ft
The procedures and results of the radioactive tracer survey are summarized below:
1. Background gamma ray log was run from approximately 2,970 ft bpI to pad level.
2. The bottom of the injection casing was detected using the casing collar locator at
2,495 ft bpI. The bottom of the injection tubing was detected at 2,456 ft bpI. The
detected injection casing and tubing depths are 4 and 3 feet shallower, respectively,
than the depth reported in the injection well completion report, The discrepancy is
likely due to differences in the surface datums used.
3. Performed Dynamic Test No. 1
3a, Tool was positioned so that the ejector was located 5 feet above the bottom of
the casing (2,490 ft bpi). A 76 gpm flow was established. which is equivalent to
an average flow rate of 5.2 ft/ min inside the I9-inch inner diameter injection
casing and 8.3 ft/ min inside the IS-inch inner diameter injection tubing.
3b, After recording the gamma ray detector for 2 minutes in stationary time drive
mode, a slug of tracer (2 millicuries of lodine-131) was released, The detectors
were run for an additional 60 minutes in time drive mode, Increased gamma
ray activities were first detected in GRM after approximately 10 seconds and in
GRB after approximately 75 seconds (1.25 minutes). No increase in garruna ray
activity was recorded in GRT. The calculated tracer velocity was 9.8 ft/min,
based on the time to first detection in GRB (12.3 feet/l.25 minutes).
3c, Logged up out of position to 2,250 ft bpI. Tracer was not detected in any of the
detectors. Log responses are similar to that of background log,
. Interpretation: There is no suggestion of migration of the tracer behind the casing,
The tracer travel velocity (9.8 ft/min) was approximately twice the velocity (5,2
ft! min) calculated using the injection casing diameter, The greater tracer velocity is
likely due to flow separation. Water in the center of the casing traveled at a greater
velocity than water near the casing wall,
4, Performed Dynamic Test No.2
4a. Tool was positioned so that the ejector was located 5 feet above the bottom of
the casing (2,490 ft bpI), A flush of the casing was not performed after Test No.
1 because no residual tracer was detected in the casing. The 76 gpm flow was
maintained during the test.
4b. After recording the ganuna ray detector for 1 minute in stationary time drive
mode, a slug of tracer (2 millicuries of Iodine-131) was released. The detectors
were run for an additional 30 minutes in time drive mode. Increased gamma
ray activities were first detected in GRM after approximately 11 seconds and in
GRB after approximately 65 seconds (1.08 minutes). No increase in gamma ray
activity was recorded in GRT. The calculated tracer velocity was 11,4 It/min.ebased on the time to detection in GRB (12.3 feet/l.08 minutes).
4c. Logged up out of position to 2,250 ft bpI. Tracer was not detected in any of the
detectors. Log responses are similar to that of background log.
Agenda Item No. 16C3
January 27,2009
Page 94 of 130
Interpretation: There is no suggestion of migration of the tracer behind the casing,
The tracer travel velocity (11.4 ftl rnin) was approximately twice the velocity (5.2
ft/rnin) calculated using the injection casing diameter. The greater traeer velocity is
likely due to flow separation. Water in the center of the easing traveled at a greater
velocity than water near the casing wall,
5. Tool was lowered to 2,965 ft bpI. Remaining tracer was dumped at approximately
2,910 to 2,920 ft bpI and logged up to land surface. Tracer was not detected in the
casing.
The results of the RTS show no evidence that would suggest migration of fluid behind the
casing. A good grout seal is likely present at the bottom of the 20-inch diameter injection
casing,
1.5 Review of Historic Monitoring Data
Data on annular pressure, hydropneumatic tank fluid level, and fluid and pressure added
have been submitted to the Department in the Monthly Operating Reports. The monitoring
data since the installation of the replacement tubing in October 2002 are summarized in
Table 1,
Since the tubing replacement, annular pressure and fluid level in the hydropneumatic tank
have fluctuated due to fluid expansion and contraction caused by seasonal temperature
changes, but there are no long term trends, Other than for repair of the site tube in October
22, 2004, it has never been necessary to add fluid to the hydropneumatic system, and there
has been no need to add pressure since June 2004, The historic monitoring data thus
indicate that the injection casing and tubing have mechanical integrity,
..-. -
1.6 Monitoring of Annulus Pressure During Shut-in, Start-up, and Steady State
Injection Conditions
NCRWTP staff recorded annular pressure during injection well start up on February 27,
2006. The recorded pressures were as follows:
Shut in psi after one hour with well secured: 52.34 psi @ time zero; 52.90 psi after 1 + hours.
Injection start-up: 53.10 psi.
Steady state injection period after 1+ hours; 53.64 psi
1.7. Mechanical Integrity Testing Conclusions
The results of the mechanical integrity testing program Implemented on injection welllW-2
indicate that the well has mechanical integrity. The testing results indicate that the injection
casing and tubing are pressure tight and that there is adequate cementation at the base of
the injection casing to prevent upward fluid migration behind the injection casing.
Agenda Item No. 16C3
January 27,2009
Page 95 of 130
Table 1: Summary of well rw-2 hydropneumatic system monitoring data
Month Annular Pressure (psi) Annular Make-up
Max. Min. Average Fluid Total Pressure
(~al) (psi)
November 2002 64 58 61.1 0 86
December 2002 64 60 62,6 0 19
January 2003 64 60 62.1 0 22
February 2003 65 61 62,7 0 0
March 2003 61 58 59,5 0 25
April 2003 64 61 62,2 0 6
May 2003 64 61 62,1 0 0
June 2003 62 59 60.3 0 5
July 2003 65 61 62.8 0 0
AUlnIst 2003 67 64 64,5 0 0
September 2003 68 65 65,9 0 0
October 2003 67,5 63,5 65,2 0 0
November 2003 64 59 61.3 0 23
December 2003 63 59 60,6 0 26
January 2004 62 57 59.4 0 36
February 2004 61 57 58,6 0 26
March 2004 61 56 58,7 0 42
April 2004 62 58 59,8 0 20
Mav 2004 61 56 58.1 0 23
June 2004 63 59 60,4 0 13
July 2004 63 59 60,2 0 0
AUi>;Ust 2004 62 59 60.4 0 0
September 2004 62 60 60,8 0 0
October 2004 62 57 59,2 110' 36
Novemoer 2004 58 55 50,6 0 0
December 2004 56 53 54.6 0 0
March 2005 55,1 52.1 53,5 0 0
April 2005 59.7 55.6 57.5 0 0
May 2005 63.1 59,7 . 61.1 0 0
June 200S 62.5 59.7 60,8 0 0
July 2005 62,8 59,2 60.5 0 0
AUi>;Ust 2005 62.8 59,5 60.7 0 0
September 2005 64.4 60.8 62.1 0 0
October 2005 63,5 60.1 61,5 0 0
November 2005 59,3 55,6 57,1 0 0
December 2005 59,4 54.5 57,2 0 0
January 2006 59.4 54,5 57,2 0 0
. Fluid and pressure were added during repair of the sight tube on the hydropneumatic
tank.
Appendix A
Mechanical Integrity Test Specifications
Agenda Item No. 16C3
January 27,2009
Page 96 of 130
Agenda Item No. 16C3
January 27,2009
Page 97 of 130
COLLIER NORTH COUNTY REGIONAL WATER TREATMENT PLANT
INJECTION WELL IW-2
PERMIT NO.: SOS81-31l-UO
MECHANICAL INTEGRITY TEST (MIT)
TECHNICAL SPECIFICATIONS
January 31, 2006
The following test procedures have been dcsigned by Camp Dresser & McKee, Inc, (COM), It is
anticipated that the tests will be conducted by Youngquist Brothers, Inc. (the Contractor) under the
supervision of COM. The Florida Department of Environmental Protection (Department) will be informed'
in advance if another Contractor is to be used, The scheduling of the testing will be coordinated with the
Department so as to allow observation of the teating by Department staff,
The previous MIT on injection well IW-2 was conducted on March 7, 2001. The construction details of
injection well IW-2 are shown in Figure 1. The procedures required for this MlT include an annulus
pressure test, temperature log, video survey, and radioactive tracer survey (RTS), In addition, annular
pressure data will be provided showing at least a one hour period when IW-2 was shut-in prior to the well
being put on line, the period the well was put on line, and a period of time of steady-state injection.
Historic monitoring data for the hydropneumatic system will also be provided. The testing sequence and
specifications are presented below, It will be required that the Department be notified at least 72 hours
prior to the initiation of MIT procedures at the injection well site.
I) Video Survev
A minimum of one casing volume of freshwater or clear well water will be pumped down the
injection well to provide water clarity, A video survey shall be run over the entire length of the
well, from land surface to the bottom ofthe injection zone. This will allow visual inspection of the
condition~ithe injection tubing, the bottom of the injection_casing, and the injection zone, in
order to assess any present or future problem areas. COM will prepare a written log of the video
survey,
2) Pressure Test
The annulus between the 16-inch 0.0. injection tubing and the 20-inch casing shall be pressured
to approximately 150 psi. Casing pressure shall measured with a calibrated gauge with an
accuracy of plus or minus Y, percent, Certification shall be provided that the pressure gauge has
been calibrated within thirty days prior to testing, If less than a five percent (plus or minus)
change occurs over the one hour testing period, then the well will have successfully demonstrated
internal mechanical integrity, If a greater than five percent increase occurs the Contractor shall
identifY the cause of the pressure leak, conduct repairs. and repeat the test.
3) Temperature LOll
Prior to conducting the temperature log, concentrate shall be injected down the well for a period of
not less than three hours, This will be followed by shutting in the well and allowing the wellhead
pressure to stabilize. A stripper head assembly shall be installed on the wellhead to prevent any
Agenda Item No. 16C3
January 27, 2009
Page 98 of 130
spills at the site, The temperature sensing device will then be lowered down the well from I and
surface to the bottom of the injection zone, continuously recording fluid temperature from land
surface to total depth of the well,
4) Radioactive Tracer Survev (RTS)
Prior to the RTS several volumes of potable water should be injected to create some buoyancy
effect around the well.
The geophysical tool supplied to conduct this test must be capable of ejecting the radioactive tracer
and simultaneously monitoring gamma ray activity. A casing collar locator (eCL) shall be
positioned below the tool to precisely locate the bottom ofthe casing, The tool shall be configured
such that one gamma ray detector shall be located above the ejector chamber and the two detectors
shall be located below the ejector,
After the temperature log is run from land surface to the bottom ofthe injection zone, a
background gamma ray log with the casing collar locator shall be run over the same interval. The
RTS tool will then be loaded with a radioactive tracer (Iodine-131), The tool will be equipped
with a bottom gamma ray detector (GRB) located near the bottom of the tool, a CeL, a middle
gamma ray detector (GRM) located below the tracer ejector port, and a top gamma ray detector
(GRT) above the ejector port near the top of the tool.
Dynamic Tests I and 2
The tool will be positioned with the ejector five feet above the bottom of the injection casing and a
low-flow (approximately S feet per minute, based on the 19-inch lD, iqjection casing) injection
established in the well. The water for this low flow rate shall be from the nearby potable line with
a calibrated flowmeter and backflow preventer installed in a convenient location. A radioactive
tracer slug shall be released (2 milliCilncs).-Th-e'aetectors will be kept stationary and gamma ray
detectors GRT, GRM, and GRB monitored in time-drive mode for 60 minutes after Dynamic Test
1 and a minimum of 30 minutes after Dynamic T eslS 2. The tool will then be raised to 200 feet
above the bottom of the 20-inch diameter casing to record the dispersion ofthe radioactive tracer,
If upward movement of the tracer is detected, overlapping passes will be made with the logging
tool to detennine the extent of the tracer migration, The well will then be flushed with at least one
casing volume of water, and a gamma ray log run again over the same interval logged in the
previous step, It is noted here that concentrate can be used in the flushing procedure conducted
during the MIT, provide that it is followed by a couple of volumes of potable or raw water before
the next eject. lino tracer staining is detected in the upward pass (Le., all tracer has been flushed
from the casing) after Dynamic Test I, then the casing volume flush may be omitted.
A second dynamic test (Test 2) will then be conducted in a similar manner as described above.
While conducting the final flush, the ejector shall be positioned at about 2,700 feet bpI and the
remaining Iodine 131 shall be released. Additional dynamic tests will be run if the results ofTests
1 and 2, suggest the possibility of tracer migration behind the casing. A final gamma ray logging
pass will then be conducted the same interval as logged in the background gamma ray log.
,
)
Agenda Item No. 16C3
January 27, 2009
Page 99 of 130
IW-2
38-inch a. D.
O.375-lnch wall
Conductor casing
30-lnch a.D.
O.375-lnch wall
surface casing
-----~ Portland cement
20-lnch I.D.
O,50-lnch wall
Injection casing
l6-lnch a.D.
O.5-inch wall
injection tubing
. .__Positlve seal
packer
I
.
I
I
.
I
L--.---------- Nominal 20-inch dia.
I open borehole
I
I
I
I
I
3,200 II .____J~~_~__________ Total depth
Not to scale
CDM
Figure 1
Collier County NCRWTP Injactlon Wal11W.2
Wall Construction Diagram
Appendix B
Pressure Test Documentation
Borehole Video Survey Log
,'"
.,""
Agenda Item No. 16C3
January 27,2009
Page 100 of 130
COM
Agenda Item No. 16C3
January 27,2009
Page 101 of 130
CASING SIZE: Annulus between 16.lnch steel
tubing and 20-inch steel casing
RECORDED BY: Richard Stross
CASING (TUBING) DEPTH: 2,460 ft bpi
ELAPSED TIME
(MINUTES)
o
5
10
15
20
25
30
35
40.
45
50
55
60
WITNESSED BY (FDEP): Richard Orth
PRESSURE CHANGE
(PSI)
V.
<:.
o
o
o
'/.1-
J;:;
Yi
V~
~2-
~
o
I .5 I
~ Sea c0l>1l'Uf%1~' (/\ i'1of.el.,r:;e{c .pOl' 't",..1 C DP/.c/i -h'o uS
Witness signatures:
7fJ~.J adv()~
......')
/L L:'~f! /? Oflf.;( J?O
WATER METER
ACCURACY TEST REPORT
LUVV HluH
.) MAKE SERIAL# FLOW INT. FLOW FLOW
1-, 2" NONE 98.0 101.3 101,0
2 USG 4459904 98.0 100,8 100.2
3 MJ 4789832 100,0 100.0 99,5
4 METERS 3362028 98.0 99.6 99.5
5 3382047 97.4 99.3 99.9
6 4739830 99,0 101.0 101,5
7 4743039 97.8 100.1 101.4
8 3382043 96.0 100.0 101.3
9
10 2GPM BGPM 85 GPM
11
12
13 USAGE
14 9784
15 8981
16 218
17 5010 CUS
18 2209 TES
19 . 16261 . T
20 999807
21 9637 NOTE;
22 Accura
~3 AWWA
i;1
, . 97'1'0-
,
26
27 . '98.5'1'0
28 . and Hlg
- 29 -- ..... - -- ---
30 . . . Accur.
31 . . .. . . from s.
32 . Table 6
33
34 ;80% -1
35
36 . '98'1'0 -
37 and Hlg
38
39
40
41
42
43 .
44
45
46
47
[4,8 .
Agenda,~~~oq~C3
January 27,2009
Page 102 of 130
~
~
MASTER
I;\in]-l~"ii<l~;:;if;)
..:\.'11. .,;; IJ '.,:::.,n.l
101 Regency Parkway
Mansfield ,Texas
817.842.8000
(800) 765-651 a
FAX# 817.842-6100
RMA# 13795
TOMER: YOUNGQUISl BROTHERS
T DATE: 10/18/2005
ESTER: STEVE WHITE
cy limits according to
C70B.9B
103% for Low Flows
-101.5'1'0 for Intermedlale
h Flows
cy limits for meters removed
rvlce according to M06 Manual
-1
04.0% for Low Flows
102.0% for Inlennedlate
h Flows
Ik
BLUE.
R/BBON
Agenda Item No. 16C3
BlueJ!jllg~ ~~$'&c/ll!rvices
1940 "'g~~CIll';mch:'Ad.
Winter Park, Fl32792
Phone: (877) 677-8899
Fax: (407) 657-6622
www.bluerlbbon~orp,con,
CALIBRATION CERTIFICATE
02/02/06
Youngquist Brothers, Inc
15465 Pine Ridge Rd,
Fort Myers, FL 33908
P.O. 17868 .
SIN: 040405-2
This certificate will certify that your gauge authorized for calibration on your Purchase Order
17868, tested this date, and is in calibration. The gauge tested is identified as a 6", McDaniels
gauge 0-200 psI.
I ~
This gauge was tested on a Mansfield & Green Deadweight Tester model T-100 Serial
Number 11353, certified by QUALITY SYSTEMS LAB, INC" on August 11, 2005 to be
accurate to within +/-,25%, traceable to NIST standards.
The subject gauge J;1erforme(HQ_ within +/-1,5% accuracy.
Sincerely,
Juan Nova
Depth (Feet)
0- 1,500
1,500 - 2,000
2,000 - 2,400
2,400 - 2,491
2,452
2,452 - 2,491
2,491
2,491 - 2,500
2,500 - 2606
2,606 - 2,609
2,609 - 2,858
2,858 - 2,962
2,962
Agenda Item No. 16C3
January 27,2009
Page 104 of 130
Collier County North County Regional Water Treatment Plant
Injection Well IW-Z Mechanical Integrity Test
Borehole Video Survey Log
February 14, Z006
Observations
Common floating, flake-shaped particles, and mild turbidity, but overall
acceptable visibility, Casing surface is dark gray and has an earthy, non-
reflective appearance, Patches oflighter colored (white-orange) material are
present, which is likely a scale mineral. The casing has a moderately rough
surface with an apparent surface relief ofless than 0.5 inches, There is no
suggestion of any breaches or other mechanical defects in the casing, Welds
are visible, which indicates tbat surface coatings on the casing are thin.
Welds were observed at approximately 125, 165.205,245.285 feet, and at
40 foot intervals thereafter, Interval is very monotonous,
Increased turbidity, but casing is still visible, Same as above.
Further increases ill; turbidity, same as above.
Greater turbidity, very poor visibility, Bottom ofthe tubing is barely visible
at about 2,451 ft.
Side view camera view of YBI packer.
Injection casing appears with side view camera to be in good condition,
Steel is smooth-appearing with light-orange scale patches,
Bottom of casing observed using the side view camera. Good cement seal is
evident around the base of the casing,
Grout
Limestone and/or dolostone. Microporous-appearing rock with oblique
fractures. Bedding is manifested by rings around the borehole with different
colors or surface relief.
Fractured interval, borehole enlargement.
Porous-appearing rock, same as above. Fractures are locally evident.
Large fractures and cavernous intervals, Borehole enlargement. Borehole
wall is very angular and blocky,
Camera tool could not safely penetrate further; so~e rock feU in hole,
COM
4-AI'PL TEXT DO\IGOOC
Agenda Item No. 16C3
January 27, 2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep InjeHi'tg'eW'eD of 130
IW-2 Operating Permit Application
Appendix E
Section 4 - Standard Operating Procedures and
Equipment Maintenance of the Injection Well System
Operation and Maintenance Manual
CDI\II
Agenda Item No. 16C3
January 27,2009
Page 106 of 130
Section 4
Standard Operating Procedures and
Equipment Maintenance
The injection well system at the NCRWTP represents a sizeable investment and
requires a sound operation and maintenance program. Repairs precipitated by
breakdowns or other emergencies not only lead to a greater expense than
preventative maintenance, but can cause considerable system disruption. A good
preventative maintenance program contributes to successful plant operation by
minimizing both expensive emergency repairs and unexpected interruptions of the
operating schedule.
Preventative maintenance, repair, and calibration of electrical equipment are
contracted out. Operating personnel should be informed of who to contact concerning
electrical malfunctions.
4.1 Start-Up Procedures for the Injection Wells
All operators should be familiar with the injection well system at the NCRWTP
combinations.
4.1.1 General Operating Instructions
The following general instructions apply to operation of the injection well system:
(1) Do not operate pumps against a closed valve on the discharge or intake side of
the pump. Damage to the pumps may occur as a result of overheating or
pressure buildup. Check to assure that all valves in the flow path to the
injection wells are open before operating the pump station.
(2) All valves should be exercised at least once a month. A valve that remains in
the fixed position for extended periods may "freeze." Damage to the valve can
result when an attempt is later made to adjust it.
(3) Prior to performing repairs or maintenance, each piece of equipment should
be de-energized and tagged at its main disconnect (circuit breaker) in the
motor control panel. This will help to minimize personal injury or damage to
electrical equipment.
4.2 Inspections and Maintenance
All the mechanical equipment that comprises the concentrate disposal system to the
injection wells requires periodic inspection, lubrication, and adjustment. Regular
mechanical maintenance is essential for keeping equipment in good operating
condition and for locating and correcting minor malfunctions before they become
major problems. Operating personnel should thoroughly familiarize themselves with
the recommended mechanical maintenance procedures and schedules provided in the
4-1
P.\Collier Countyl_lnject;on Wells\NCRWTPlIW-1\NCRWTP lW.llubinglNCWTP O&M Manual\NCRWTP O&M Sedion 4.doc
COM
Agenda Item No. 16C3
January 27, 2009
Pa(l'l>~flllnelf 130
Standard Operating Procedures and Equipment Mamtenance
manufacturers' manuals for all pumps, valves, motors and other major equipment. A
detailed log should be kept of all regular and emergency maintenance work
performed. The following maintenance tasks should be performed at the intervals
noted:
4.2.1 Daily Operations
· Check for unusual odors or noise that would indicate the motors are running hot.
· Check the water level in the wet well to verify proper system operation.
· Inspect wet well; note characteristics of the incoming flow.
· Record pump and flow totalizer readings and enter data for record.
. Inspect monitor well recorders.
. Check the pumps, packing, valves, check valves, and motors.
· Perform necessary lubrication as required by the manufacturers.
4.2.2 Weekly Operations
. Check motors for excessive heat and unusual odor.
. Check pumps for noise or vibration.
. Wipe down all machinery.
· Manually switch the designated lead and lag pumps if the automatic control
system has failed to do so.
. Perform any required lubrication.
. Wipe down all machinery.
4.2.3 Monthly Operations
. Check if all valves can be fully opened and closed.
. Check alarm system.
· Inspect electric motors for wear, noise, over-heating, and loose connections.
. Collect concentrate and monitor well samples.
. Perform all scheduled maintenance.
P-\Colli<>r C()u~ty\_lr*,ctlon Wells\NCRWTPlIW-1\NCRWTP IW-l tubing\NCiNTP O&M Maflual\NCRWTP O&M Sect,on 4.doc
4-2
COM
Agenda Item No. 16C3
January 27, 2009
Pagll>d/fl2J elf 130
Standard Operating Procedures and Equipment Maintenance
4.2.4 Yearly Operations
. All electrical items should be inspected and calibrated by a qualified electrician.
. Dismantle pumps one at a time. Inspect all parts and replace any worn parts and
equipment.
. Perform all scheduled maintenance.
. Review monthly and quarterly monitoring reports for any gradual changes or
trends in any of the monitored parameters.
4.2.5 2.5- and 5-Year Mechanical Integrity Testing
A mechanical integrity test (MlT) must be performed on injection welllW-2 every five
years. The mechanical integrity testing shall be in accordance with the latest
requirements promulgated in Rules 62-528.300 and 62-528.425, F.A.C. MIT testing
procedures must be approved by the FDEP before testing begins.
An MIT must be performed every 2.5 years on injection welllW -1 because of its
alternative design (cement-filled annulus). Full MITs must be performed every 5
years. Interim MITs performed consists of a casing pressure test.
4-3
PICollier Countyl_lnjedion WellsINCRWTP\IW_l\NCRWTP IW.l tubinglNCWTP O&M ManuallNCRWTP O&M Saclion 4,doc
COM
4-AF?L_TEX1_DQJGDOC
Agenda Item No. 16C3
January 27,2009
Supporting Information for Renewal of North Collier Regional Water Treatment Plant Deep InjeHitgeWeu of 130
IW-2 Operating Permit Application
Appendix F
Wastestream Laboratory Report
_....bQJ':lldi;! Item No. 16C3
January 27, 2009
Page 110 of 130
CUSBiOSYSTEMS
ANALYTICAL RESULTS
Printed: 05/26/06 01:02pm
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
BOOS VANOERBIL T BEACH ROAD EICT.
NAPLES. FL 34120
Regarding:
MARGARET BUSH
COLLIER CDUNTY/NCRWTP LAB
8005 VANDERBILT BEACH ROAD EICT.
NAPLES. FL 34120
Account No: 002731. COLLI ER COUNTY INCRWTP lAB
Project No: 002731. COLLI ER COUNTY Itl:RWTP LAB
P.O. No:
PWSlD No:
Inv. No: 168901
Sample Number
Sample Description
Samp.
Date/Time/T"",
Recewe Date
Sampled by
Received Temp
62-550.310(3)
L20246D-l
TRIP BlANC
PRI/SEC
04/10/06 00:00am NIl C
04111/06
CustOO1er Sampled
20 C Iced (Y/N): N
DISINFECTION BYPRODUCTS
Cant. Contaminant
10 Name
AnalriiS
MCL Units Resu t
70 ug/l 0.110
4.4 ugl1 0.150
0.6 ugl1 0.130
0.4 ugl1 0.0500
Exceeds recommended temperature
Analytical Analysis DOH Lab
Qual Method Lab MOL Date Time Certl
U EPA 524.2 0.110 04/19/06 15:22 E85240
U EPA 524.2 0.t50 04/19/06 15:22 E86240
U EPA 524.2 D.t3O 04/19/06 15:22 E86240
U EPA 524.2 0.0500 04/19/06 15:22 E85240
2941 CHLOROFORM
2942 BROMOFORM
2943 BROMODICHLOROMETHANE
2944 OIBRDMOCHLOROMETHANE
All analyses were performed usin! EPA. ASTM, NIOSH, USGS, or Standard Methods and certified to meet NELAC requirements.
Flags: NO or U-below MOL; IL-mee 5 lnternal lab limitsjMI-matrix interference; NA-not applicable.
Flags: CFR-Pb/Cu rule; NFL-no free liquids; ORY . dry wt; ASIS . wet wt; C(I) See attached USB code
FLDEP Flags: J(#)-estimated. l:surr. fail 2:no known QC req. 3:QC fail %R or %RPD; 4:matrix into 5:improper fld. protocol; L-
exceeds cal,bratlon; Q-holdlng tlme eKceeded;
FLDEP Flags: T-value<MDL; V-present in blank; V-improper preservation; B-colonies exceed range;l-result between MOL and PQL;
Lab certification IDs: FLooH/NELAC E8624D; NC 444; SC 95D31001; lL/NELAC 200020; VA 00395; KS/NELAC E-10350; TN 02985; GA 917;
Lab IDs: ADEM 40850; USDA Soil Permitl 5-35240; The above resutts relate only to the samples.
US Biosystems 3231 NW 7th Avenue Boca Raton, FL 33431 (888)862-5227
Page 1 of 12
Serial Number: 525542
):e,^ectullY submitted.
~L~UAL~
Project Manager
MARGARET BUSH
COLLI ER COUNTY /N:RWTP LAB
Account No: 002731, COLLIER COUNTY /N:RWTP LAB
Project No: 002731, COllIER COUNTY/NCRWTP LAB
Sample Number
Sample Description
Samp. Date/Time/Temp
Receive Date
Samp led by
62-SS0.310(4)(a)
VOLATILE ORGANICS
Cont. Contaminant
lD Name
2378 1.2.4-TRICHlOROBEN2ENE
2380 CIS-I,2-DICHLOROETHENE
2968 O-DICHLDROBENZENE
2969 PARA-DICHLOROBENZENE
2976 VINYL CHLORIDE
2979 TRANS-I.2-DICHLOROETHENE
2980 1,2-DICHLOROETHANE
29BI 1,1.I-TRICHLOROETHANE
2982 CARBON TETRACHLORIDE
2983 1,2-DICHLOROPROPANE
298S 1,1,2-TRICHlOROETHANE
2989 MONDCHLOROBENZENE
2990 BEN2ENE
2991 TOLUENE
2992 ETHYL BENZENE
2996 STYRENE
Page 2 of 12
LZ02460-1
TRIP BLANK
PRl/SEC
04/10/06 00:00am NA C
04/11/06
Custaner Sampled
MCL
70
70
600
75
ug/l
ug/l
ug/l
ug/l
ug/l
ug/1
ug/1
ug/l
ug/l
ug/1
ug/l
ug/1
ug/l
ug/l
ug/l
ug/l
Units
Analysis
Result
100
3
200
3
5
5
100
I
1000
700
100
0.170
0.120
0.140
0.130
0.0900
0.160
0.100
0.0700
0.0800
0.0700
0.200
0.150
0.100
0.110
0.0600
0.0900
Serial Number: 625542
Agenda Item No. 16C3
January 27, 2009
Page 111 of 130
ANALYTICAL RESULTS
Printed: OS/26/06 01:02pm
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
P.O. No:
PWSID No:
Inv. No: 168901
Analytical Lab Analysis OOH Lab
Quat Method MIlL ROL Date Time Certl
U EPA 524.2 0.170 0.500 04/19/06 15:22 E86240
U EPA 524.2 O.IZO 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.140 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.130 0.500 04/19/06 15:22 EB6240
U EPA 524.2 0.090 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.160 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.100 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.0700.500 04/19/06 15:22 E86240
U EPA 524.2 0.080 0.500 04/19/06 t5:22 E86240
U EPA 524.2 0.070 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.200 0.500 04/19/05 15:22 E86240
U EPA 524.2 0.1500.500 04/19/06 15:22 E86240
U EPA 524.2 0.100 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.1100.500 04/19/06 15:22 E86240
U EPA 524.2 0.060 0.500 04/19/06 15:22 E86240
U EPA 524.2 0.090 0.500 04/t9/06 t5:22 E86240
Agenda Item No. 16C3
January 27,2009
Page 112 of 130
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
Account No: 002731, COLLIER COUNTY/NCRWTP LAB
Project No: 002731, COLLIER COUNTY /NCRWTP LAB
ANALYTICAL RESULTS
Printed: OS/26/06 01:02pm
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
P.O. No:
PWSIO No:
OTfER CONTAMI NANTS
Cant. Contaminant
ID Name
Sample Number
Sample Description
Samp.
Date/Time/Temp
RecelVe Date
Sampted by
Inv. No: 168901
L202460-1
TRIP BLANl<
PRl/SEC
04/10/06 00:00am NA C
04111/06
CustOOler Sarnp led
Analysis Ana lyt ica 1 Analysis DOH Lab
MCL Units Result Qual Method Lab MIll Date Time Certl
3 ugll 0.100 U EPA 524.2 0.100 04/19/06 15:22 E86240
7 ugll 0.120 U EPA 524.2 0.120 04/19/06 15:22 E86240
N/A u91l 0.130 U EPA 524.2 0.130 04/19/06 15:22 E86240
N/A ugll 0.200 U EPA 524.2 0.200 04/19/06 15:22 E86240
5 ugll 2.80 V EPA 524.2 0.140 04/19/06 15:22 EB6240
3 ugll 0.120 U EPA 524.2 0.120 04/19/06 15:22 E86240
2987 TETRACHLOROETHENE
2977 I,I-DICHLDROETHENE
O-XYLENE
M&P-XYLENES
2964 METHYLENE CHLORIDE
2984 TRICHLDROETHENE
Page 3 of 12
Serial Number: 625542
Agenda Item No. 16C3
January 27, 2009
Page 113 of 130
ANALYTICAL RESULTS
Printed: DS/26/0601:02pm
MARGARET BUSH MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB COLLIER COUNTY/NCRWTP LAB
~ccount No: 002731. COLLIER COUNTY /NCRWTP LAB P.O. No: Inv. No: 168901
Project No: 002731, COLLIER COUNTY/NCRWTP LAB PWSID No:
Samp le NurrlJer L202460-2
Sample Description CONCENTRATE STREAM
PRI/SEC
Samp. Oate/Time/Ten;> 04110/06 08:50am NAC
Receive Date 04111/06
Samp t ed by Cust",er Sampled
ReceiVed Ten;> 20 C Iced (YIN): N Exceeds recommended temperature
INORGANIC CONTAMINANTS 62-550.310(1)
Cant. Contaminant Analysis Analyticat Analysis OOH Lab
IO Name MCL Units Result Qual Method Lab MOL Date Time Certl
1041 NITRITE (AS N) mg/l 0.016 U 300.0 0.016 04/19/06 09:19 E86240
ID41 NITRITE (~S N) mg/1 0.0 Q 300.0 0.80 04/18/06 15:53 EB6240
!ODS ARSENIC 0.01 mg/l 0.00930 V 200.8 0.000210 04/26/06 21:26 EB6240
!OlD BARIUM 2 mg/1 0.0730 V 200.8 0.000290 04/26/06 21:26 E86240
!OI5 CADMIUM 0.005 mg/1 0.000200 U 2OO.B 0.000200 04/26/06 21:26 EB6240
!O20 CHROMIUM 0.1 m9/l 0.000620 2OO.B 0.000250 04/26/06 21:26 E86240
1024 CYANIDE 0.2 mg/1 0.0020 U 335.4 0.0020 04/14/06 07:IB EB6240
1030 LEAD 0.015 mg/l 0.000330 U 200.B 0.000330 04/26/06 21:26 E86240
1035 MERCURY 0.002 mg/1 O. ??oo300 U 245.1 O. ??oo300 04/21/06 16:53 E86240
!O36 NICKEL 0.1 mgll 0.00720 200.8 0.000230 04/26/06 21:26 EB6240
!O45 SELENIUM O.DS mg/1 0.0400 V 200.8 0.000440 04/26/06 2t:26 E86240
1052 SODIUM 160 mg/l 2900 V 200 .7 0.540 04/30/06 00:44 EB6240
1074 ANTtMONY 0.006 mgll 0.000370 IV 200.8 0.??oo640 04/26/06 21;26 E86240
!O75 BERYLLIUM 0.004 mg/l 0.000220 U 200.8 0.000220 04/26/06 21:26 E86240
1085 THALLIUM 0.002 mg/l 0.000190 U 200.8 0.000190 04/26/06 21:26 E86240
1094 ASBESTOS 7 MFL 0.18 U 100.2 0.18 04/17/06 12:00 EB6772
Page 4 of 12
Serial Number: 625542
MARGARET BUSH
COLLIER COUNTY/t-.CRWTP LAB
Account No: 002731, COLLI ER COUNTY /t-.CRWTP LAB
Project No: 002731, COLLI ER COUNTY /t-.CRWTP LAB
Sanv1e NuniJer L202460-2
Sample Description COt-.CENTRATE STREAM
PRI/SEC
Sanv. DatelTime/T"", 04/10/06 OB:50am NAC
Receive Date 04/11/06
Samp led by Cust"",r Sampled
SECONDARY CONTAMINANTS 62-550.320
Cant. Contaminant Ana'rSiS
10 Name MeL Units Resu t
1002 ALUMI NUN 0.2 mg/1 0.000670
1017 CHLORIDE 250 mg/1 5400
1022 COPPER 1 mg/1 0.00360
1028 IRON 0.3 09/1 0.0750
1032 NM,(;ANESE 0.05 m9/1 0.00460
1050 SILVER 0.1 09/1 0.000240
1055 SULFATE 250 mg/1 0.071
]055 SULFATE 250 og/1 2300
lOgS WI: 5 og/1 0.00650
1905 COLOR IS pcu 80
]920 OooR 3 TON 1.0*
1925 PH 6.5-8.5 units 6.B8
1930 TOTAL OISSOLVEO SOLIOS 500 og/1 12600
2905 FOAMING AGENTS 0.5 09/1 0.12
Page 5 of t2
Serial Number: 625542
Agenda Item No. 16C3
January 27,2009
Page' 114 of 130
ANALYTICAL RESULTS
Printed: OS/26106 01:02pm
MARGARET BUSH
COLLIER COUNTYIt-.CRWTP LAB
P.O. No:
PWSID No:
Inv. No: t68901
Analytical Analysis DOH Lab
Qual Method LabfIDL Date Time Certl
U 200.B 0.000670 04126106 21:26 E86240
325.2 34. 04120106 12:48 EB6240
200.8 0.000200 04126106 21:26 EB6240
U 200.7 0.0750 04/30106 00: 50 E86240
200.B 0.000390 04/26/06 21:26 EB6240
U 200.8 0.000240 04126106 21:26 E86240
U 300.0 0.071 04119106 09:19 E86240
300.0 3.6 04/18106 15:53 E86240
U 200.7 0.00650 04130/06 00:50 E86240
110.2 10. 04111/06 16:40 E86240
UQ 21508 1.0 04/11106 14:45 E86240
t50.1 0.10 04/10106 OB:50 E86240
160.1 64.0 04/12106 17:00 EB6240
425.1 O.tO 041]2106 09:00 E86240
Agenda Item No. 16C3
January 27, 2009
Page 115 of 130
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
Account No: 002731, COLLIER COUNrY INCRWTP LAB
Project No: 002731, COLLIER COUNrY/NCRWTP lAB
ANALYTICAL RE8UL T8
Printed: 05/26/06 01:02pm
MARGARET BUSH
COLLIER COUNrY/NCRWTP lAB
P.O. No:
PWSIO No:
Inv. No: 16B901
Samp Ie Number L202460-2
Sample Description CONCENTRATE STREAM
PRI/SEC
Samp. OatelTimelTemp 04/10/06 OB:50am NAC
Receive Date 04/11/06
Samp led by Custaner Samp led
DISINfECTION 8YPRODUCTS 62-550.310(3)
Cont. Contaminant Analysis Ana 1yt;ca 1 Analysis OOH Lab
lO Name MCL Units Result Qval Method Lab MOl Date Time Certi
2941 CHlOROfORM 70 ug/l 0.110 U EPA 524.2 0.110 04/t9/06 15:53 E86240
2942 BROMOfORM 4.4 ug/l 0.150 U EPA 524.2 0.150 04/19/06 15:53 E86240
2943 BROMODICHLOROMETHANE 0.6 ugl1 0.130 U EPA 524.2 0.130 04/19/06 15:53 E86240
2944 DIBROMOCHLOROMETHANE 0.4 u911 0.0500 U EPA 524.2 0.0500 04/19/06 15:53 E86240
Pdge 6 of 12
Serial Number: 625542
MARGARET BUSH
COlLIER COUNTY /fCRWTP LAB
Account No: 002731, COLLIER COUNTY /fCRWTP LAB
Project No: 002731. COLLIER COUNTY /fCRWTP LAB
Sample Number L202460-2
Sample Description CONCENTRATE STREAM
PRIISEC
Samp. Date/Time/Temp 04/10/06 08:50am NAC
RecelVe Date 04111/06
Sampled by Customer Sampled
RAOIONUCLIDES. 62-550.310(6)
Cont. Contamlnant Ana',SiS
ID Name MeL Units Resu t
4000 GROSS ALPHA 15 pCill 33.B
4020 RADIUM 226 5 pCi/l 0.20
4030 RADIUM 228 5 pCill 0.90
Page 7 of 12
Serial Number: 625542
Agenda Item No. 16C3
January 27,2009
Page 116 of 130'
ANALYTICAL RESULTS
printed: OS/26/06 01:02pm
MARGARET BUSH
COLLIER COUNTY/fCRWTP LAB
P.O. No:
pwsro No:
Inv. No: 158901
Analytical Lab Analysis Analysis DOH Lab
Qual Method MOL RDl Error Date Time Certl
900.0 0.70 0.70 +/-3.2 04/24/06 08: 16 E83033
U 903.1 0.20 0.20 + 04/26/06 13:54 E83033
U RA-05 0.90 0.90 + 04/24/06 12:t2 E83033
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
Account No: 002731, COLLIER COUNTY/NCRWTP LAB
Project No: 002731, COLLIER COUNTY/NCRWTP LAB
Sample Number
Sample Description
Samp. Date/Time/Temp
Receive Date
Sampled by
62-550.310(4)(a)
VOLATILE ORGANICS
Cant. Contaminant
10 Name
237B 1,2,4-TRICHlOROBENZENE
2380 CIS-I,2-DICHLOROETHENE
296B O-OICHLOROBENZENE
2969 PARA-DIChlOROBENZENE
2976 VINYL CHLORIDE
2979 TRANS-l.2-0ICHLOROETHENE
2980 1,2-0ICHLDROETHANE
2981 1,1,I-TRtCHLOROETHANE
2982 CARBON TETRACHLORIDE
2983 I,2-0ICHlDROPROPANE
2985 I,I,2-TRICHLOROETHANE
2989 MONOCHLOROBENZENE
2990 BENZENE
2991 TOLUENE
2992 ETHYL 8ENZENE
2996 STYRENE
Page 8 of 12
L202460-2
COOCENTRATE STREAM
PRI/SEC
04/10/06 08:50am NA C
04/11/06
Custaner Samp led
MCL
Analysis
Result
Units
70 ug/1 0.170
70 ug/1 0.120
600 ug/1 0.140
75 ug/1 0.130
ug/1 0.0900
tOO ug/l 0.160
3 ug/1 0.100
200 ug/1 0.0700
3 ug/1 0.0800
5 u9/1 0.0700
5 ug/l 0.200
100 ug/1 0.150
1 ug/l 0.100
1000 ug/1 0.110
700 u9/1 0.0600
100 ug/l 0.0900
Serial Number: 625542
Agenda Item No. 16C3
January 27, 2009
Page 117 of 130
ANALYTICAL RE5UL T5
Printed: OS/26/06 01:02pm
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
P.O. No:
PWS10 No:
Inv. No: 168901
Analytical Lall
Qua I Method MOL
ROL
Analysis OOH Lall
Date Time Certl
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
EPA 524.2 0.1700.500 04/19/06 t5:53 E86240
EPA 524.2 0.120 0.500 04/t9/06 15:53 E86240
EPA 524.2 0.t40 0.500 04/19/06 15:53 E86240
EPA 524.2 0.130 0.500 04/19/06 15:53 E86240
EPA 524.2 0.090 0.500 04/19/06 15:53 EB6240
EPA 524.2 0.t60 0.500 04/19/0615:53 E86240
EPA 524.2 0.100 0.500 04/19/0615:53 E86240
EPA 524.2 0.0700.500 04/19/06 15:53 E86240
EPA 524.2 0.080 0.500 04/19/06 15:53 E86240
EPA 524.2 0.070 0.500 04/t9/06 15:53 E86240
EPA 524.2 0.200 0.500 04/19/06 15:53 E86240
EPA 524.2 0.1500.500 04/19/06 15:53 E86240
EPA 524.2 0.100 0.500 04/t9/06 t5:53 E86240
EPA 524.2 0.1100.500 04/19/06 15:53 E86240
EPA 524.2 0.060 0.500 04/19/06 t5:53 E86240
EPA 524.2 0.090 0.500 04/19/06 15:53 E86240
MARGARET BUSH
COLLIER COUNTY /f.CRWTP LAB
Account No: 002731, COLLI ER COUNTY /f.CRWTP LAB
project No: 002731. COLLIER COUNTY/fl:RWTP LAB
SYNTHETIC ORGANICS
Cont. Contaminant
10 Name
Sample Number
Sample Description
Samp. Oate/Time/Temp
Receive Date
Sampled by
62-S50.310(4) (b)
2005 ENDRIN 2
2010 LINOANE 0.2
2015 METHOXYCHLOR 40
2020 TOXAPHENE 3
2031 DALAPON 200
2032 DIQUAT 20
2033 EMlOTHALL 100
2034 GLVPf()SATE 700
2035 ADIPATE.DI (2-ETHYLHEXVL) N/A
2036 OXAMYL(VYDATE) N/A
2037 SIMAZlNE 4
2039 PHTHALATE ,01 (2-ETHYLHEXVL) N/A
2040 PICLORAM 500
2041 DIMlSEB 7
2042 HEXACHLOROCYCLDPENTADIENE 50
2046 CARBOFURAN 40
2050 ATRAZINE 3
2051 ALACHLOR 2
2065 HEPTACHLOR 0.4
2067 HEPTACHLOR EPOXIOE 0.2
2105 2,4-0ICHLOROPHEMlXVACETIC ACID 70
21I0 SILVEX. METHYL ESTER 50
2274 HEXACHLOROBENZENE
2306 BENZO(A)PVRENE 0.2
2326 PENTACHLOROPHENOL
2383 POLVCHLORINATED BIPHENVLS (PCBs) 0.5
2931 DI8RDIIOCHLOROPROPANE N/A
2946 ETHYLENE DIBROMIDE (EDB) N/A
2959 CHLORDANE 2
Page g of 12
L202460-2
COf.CENTRATE STREAM
PR1/SEC
04/10/06 08:50am NA C
04/11/06
CustOOler Samp led
/oCL
Analysis
Result
Units
ug/1 0.080
ug/t 0.080
ug/1 0.20
ug/1 0.89
ug/1 O.7B
ug/1 0.29
ugll 2.7
ugll 3.2
ug/1 0.23
ugll 0.52
ugll 1. 3
ug/1 0.51
ug/1 0.037
ugll 0.16
ug/1 O.IB
ug/1 0.45
ug/1 1. 4
ugll 0.14
ug/1 0.26
ug/1 0.060
ug/1 0.071
ug/l 0.057
ug/1 0.080
ug/1 0.035
ugll 0.0080
ug/1 1.0
ugll 0.0061
ug/l 0.0027
ug/l 0.58
Serial Number: 625542
Agenda Item No. 16C3
January 27, 2009
Page 118 of 130
ANALYTICAL RESULTS
Printed: OS/26/06 01:02pm
MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB
P.O. No:
PWS ID No:
Anatytica1 Lab
Qua 1 Method MOL
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
50B.l
50B.l
508.1
508.1
515.3
549.2
548.1
547
525.2
531.1
508.1
525.2
515.3
515.3
508.1
531.t
508.1
508.1
508.1
508.1
515.3
515.3
50B.1
525.2
5t5.3
508.1
504.1
504.t
50B.1
Inv. No: 168901
RDL
Extr
Date
DOH Lab
Time Certl
Analysis
Date
0.080 0.10 04/17/06 04/20/06 10:48 E83079
0.080 0.10 04/t7/06 04/20/06 to:48 E83079
0.20 0.50 04/17/0604/20/06 10:48 EB3079
0.89 1.8 04/17/0604/20/06 10:48 E83079
0.78 1.0
0.29 0.40
2.7 9.0
3.2 6.0
0.23 1.6
0.52 2.0
1.3 t5.
0.51 2.0
0.0370.10
0.16 0.20
0.18 1.0
04/18/06 04/20/06 22:29 E83079
04/15/06 04/18/06 23:40 E83079
04/17/0604/21/06 21:05 E83079
04/17/0604/17/06 23:29 E83079
04/20/06 04/22/06 09:30 E83079
04/24/06 04/25/06 12:36 E83079
04/17/06 04/20/06 10:48 E83079
04/20/06 04/22/06 09:30 E83079
04/18/06 04/20/06 22:29 E83079
04/t8/06 04/20/06 22:29 E83079
04/17/06 04/20/06 10:48 E83079
0.45 2.0 04/24/06
E86240
1.4 3.0 04/17/06 04/20/06 10:48 EB3079
0.14 1.0 04/17/0604/20/0610:48 E83079
0.26 0.30 04/17/06 04/20/06 10:48 E83079
0.0600.10 04/17/0604/20/0610:48 E83079
0.071 0.10 04/18/06 04/20/0622:29 E83079
0.057 0.20 04/18/06 04/20/06 22:29 E83079
0.080 1.0 04/17/06 04/20/06 10:48 E83079
0.035 0.10 04/20/06 04/22/0609:30 E83079
0.008 0.040 04/18/06 04/20/06 22:29 E83079
1.0 1.0 04/17/06 04/20/0610:48 E83079
0.006 0.020 04/t8/06 04/18/0615:52 EB5240
0.002 0.010 04/18/06 04/t8/06 15:52 E85240
0.58 1.0 04/17/0604/20/0610:48 E83079
Agenda Item No. 16C3
January 27, 2009
Page 119 of 130
MARGARET BUSH
COLLIER COUlITY /~RWTP LAB
Account No: 002731, COLLIER COUNTY/~RWTP LAB
Project No: 002731, COLLIER COUNTY/~RWTP LAB
ANALYTICAL RESULTS
Printed: OS/26/06 01:02pm
MARGARET BUSH
COLliER COUNTY /~RWTP LAB
P.O. No:
PWSID No:
Inv. No: 16B901
**** NOTES CONCERNING THE ABOVE SAMPLE ****
ODOR - Only 2 people were avallab1e to perfonn the odor test. The method requires 5 people
Page 12 of 12
Serial Number: 625542
Agenda Item No. 16C3
January 27,2009
Page 120 of 130
ANALYTICAL RESULTS
Printed: OS/26/06 01:02pm
MARGARET BUSH MARGARET BUSH
COLLIER COUNTY/NCRWTP LAB COLUER COUNTY /NCRWTP LAB
Account No: 002731, COLUER COUNTY /NCRWTP LAB P.O. No: Inv. NQ: 168901
Project No: 002731, COLLIER COUNTV/NCRWTP LAB PWSlD No:
Sample Number L202460-2
Sample Description CONCENTRATE STREAM
PRI/SEC
Samp. Date/Time/Temp 04/10/06 08:50am NAC
Receive Date 04111/06
Sampled by Customer Sampled
OTHER CONTAMINANTS
Cont. Contam; nant AnalrSiS Analytical Analysis DOH Lab
lD Name MCL Units Resu t Qual Method Lab MOL Date Time Certl
NIl'RATE/NITllITE N/A mgl1 0.0084 353.2 0.0052 04/24/06 10:09 E86240
9116 2.4.6-TRICHLOROPHENOL 3.2 ugl1 0.600 U EPA 625 0.600 04/18/06 04:15 EB6240
4.6-DINITRO-2-METHVLPHENOL N/A ug/l 0.480 U EPA 625 0.480 04/18/06 04:15 E86240
2987 TETRACHLOROETHENE 3 ug/I 0.100 U EPA 524.2 0.100 04/19/06 15:53 E86240
9115 PHENOL lD ug/l 37.0 EPA 625 0.250 04/18/0604:15 E86240
M&P-XVLENES N/A ugl1 0.200 U EPA 524.2 0.200 04/19/06 15:53 EB6240
2964 METHVLENE CHLORIDE 5 ug/I 1.40 v EPA 524.2 0.t40 04/19/06 15:53 E86240
OI-N-OCTVLPHTHALATE t40 ug/l 0.250 U EPA 625 0.250 04/18/06 04:15 E86240
PH LAB 6.5-8.5 units 6.97 150.1 0.10 04/17/06 15:05 E86240
2290 DI-N-BUTVLPHTHALATE N/A ug/l 0.250 EPA 625 0.190 04/18/06 04:15 E86240
2282 DlMETHVLPHTHALATE 7??oo ug/l 0.330 U EPA 625 0.330 04/18/06 04: 15 EB6240
2294 8UTVLBEN2VLPHTHALATE N/A ug/l 0.300 U EPA 625 0.300 04/18/06 04:15 E86240
TEMPERATURE DEGREES CELSIUS N/A Oeg. C 32.9 170.1 0.10 04/10/06 08:50 E86240
2284 01ETHVLPHTHALATE 5600 ugl1 1.00 U EPA 625 1.00 04/18/06 04:15 E86240
9108 2-CHLOROPHENOL 35 ug/l 0.380 U EPA 625 0.380 04/18/06 04:15 E86240
2977 1.1-0ICHLOROETHENE 7 ug/l 0.120 U EPA 524.2 0.120 04/19/06 15:53 E86240
ANTHlACENE 2100 ug/l 0.240 U EPA 625 0.240 04/18/06 04:15 EB6240
O-XVLENE N/A ug/l 0.130 U EPA 524.2 0.t3O 04/19/06 15:53 E86240
2270 2,4-0INITROTOLUENE 0.05 ugl1 0.230 U EPA 625 0.230 04/18/06 04:15 E86240
2984 TRICHLOROETHENE 3 ug/l 0.120 U EPA 524.2 0.120 04/19/06 15:53 E86240
PHENANTHRENE 210 ugl1 0.240 U EPA 625 0.240 04/18/06 04:15 E86240
Page 10 of 12
Serial Number: 625542
MARGARET BUSH
COLLIER COUNTV/NCRWTP LAB
Account No: 002731, COLLIER COUNTY /NCRWTP LAB
Project No: 002731, COLLIER COUNTY /N:RWTP LAB
Cont. Contaminant
10 NilIIIe
NAPHTHALENE
2262 lSOPfilllONE
Page 11 of 12
Sample Number
Sample Description
Samp.
OatelTime/Tanp
Reeei ve Date
Sampled by
L202460-2
COCENTRATE STREAM
PRI/SEC
04110106 08:50am NA C
04111106
Cust""er Sampled
Agenda Item No. 16C3
January 27,2009
Page 121 of 130
ANALYTICAL RESULTS
Printed: OS/26106 01:02pm
~RGARET BUSH
COLLIER COUNTV/NCRWTP LAB
P.O. No:
PW5IO No:
Inv. No: t68901
Units
Analysis Analytical Analysis DOH Lab
Result Qual Method Lab MOL Date Time Certl
MCL
14
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Serial Number: 625542
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Agenda Item No. 16C3
January 27,2009
Page 123 of 130
Local Government Guarantee
A unit of local government of the State of Florida may demonstrate financial
responsibility as required in Rule 62-528.435(9), FAC., by submitting all of the
following information:
1. The local government must submit a letter from its attorney attesting to the
permittee meeting the definition of a local government as defined in Chapter 218,
Florida Statutes (F.S.). The attorney must also attest to the local government's
coverage under Chapter 218, Part V, F.S., Financial Emergencies. A copy of
Chapter 218, Part V, F.S., is provided with this attachment.
If the permittee is unable to obtain a letter from its attorney regarding its status as a
local government, an alternate demonstration of financial responsibility must be
submitted to the FDEP. The alternatives suggested by the FDEP are:
a. Surety Bond
b. Letter of Credit
c. Trust Fund
d. Financial Test
2. The local government must submit a Certification of Financial Responsibility which
certifies unconditionally the obligation of the local government to perform plugging
and abandonment of its injection system(s) pursuant to Chapter 62-528, FAC. The
certification form provides information on the location of the injection system(s)
guaranteed by the local government with the related cost estimates for plugging and
abandonment.
The certification allows for an annual cost increase of 10 percent without
submission of an updated certification form. Cancellation of the agreement may not
take place without the written consent of the FDEP Secretary. (10% increase
applies only within a permit cycle - financial responsibility must address full amount
when renewing or reissuing a permit)
The person signing the Certification on behalf of the local government must be an
individual authorized to bind the local government to such an agreement. The
signing of this agreement must be notarized to complete the processing of the
"Certification of Financial Responsibility" form. The wording of the certification form
is provided with this attachment.
3. A copy of the financial statements (for the local government) for the latest
completed fiscal year must accompany items 1 and 2 above to complete the
financial package for review by the FDEP. If the Department finds through its
review of the financial statements that the financial strength of the unit of local
government is questionable, the Department may notify the permittee of its
intentions to deny the financial package as submitted. The permittee would then be
Agenda Item No. 16C3
January 27, 2009
Page 124 of 130
required to submit an alternate financial demonstration to meet the requirements of
Rule 62-528.435(9), FAC.
Agenda Item No. 16C3
January 27, 2009
Page 125 of 130
CERTIFICATION OF FINANCIAL RESPONSIBILITY
The , a unit of local
government of the State of Florida, hereby certifies that it has
unconditionally obligated itself to have the financial resources
necessary to close, plug, and abandon its Class I underground
injection well(s) and related monitoring wells, as required by Chapter
62-528, Florida Administrative Code. It is further understood that
the cost estimate to conduct plugging and abandonment, established on
, shall be reviewed on an annual basis and this
obligation shall incorporate accumulated inflation costs. An annual
adjustment exceeding 10 percent in anyone year shall require
submission of an updated certification form.
List of Injection Wells Covered By This Agreement:
(for each injection well list the following information)
Facility Name:
FaClllty Address:
Facility Contact:
Phone Number:
Latitude/Longitude of Injection Well:
DEP/EPA Identification Number:FLS
Current Plugging and Abandonment Cost Estimate:
It is hereby understood that the cancellation of this certification
may not take place without the prior written consent of the Secretary
of the Florida Department of Environmental Protection.
(Signature)
(Pr int Name)
(Title)
(Date)
Agenda Item No. 16C3
January 27, 2009
Page 126 of 130
Plu!!!!in!! and Abandonment Plan/Cost Determination -In order to demonstrate finaneial
responsibility a permittee or applicant must submit a detailed plugging and abandonment (P&A)
plan to the Department for approval. The P&A plan should contain the following information:
I. A step-by-step plugging plan indicating where cement and other fillers (if any) will be
placed.
2. A drawing showing the well construction and proposed placement of plugging materials.
Appropriate depths should be indicated on this drawing.
3. Calculations showing the derivation of the volume ofeement and other tillers (ifany)
needed to plug the well according to the plan prepared in Items I and 2 above. Separate
calculations should be made for each well.
4. Calculations showing the derivation of the total cost for plugging eaeh well. Costs should
be itemized for eaeh well (i.e. cement cost, mobilization cost, ete.). Financial responsibility
must be demonstrated for the sum of the total costs for all injection and associated monitor
wells at a facility.
Timin!! of Demonstrations - Department rules require that financial responsibility be
demonstrated at the time of permitting and maintained. A demonstration of financial
responsibility will be required for each construction and operation permit application. Also, at
any time during a permit cycle, if updated plugging and abandonment costs exceed the initial
financial certification amount by ten percent or more, then a redemonstration shall be submitted
to the Department. Updated plugging and abandonment cost estimates should be provided to the
Department at the midpoint of the permit cycle. Permittees which utilize a UIC Financial Test
shall redemonstrate annually, and forward the latest annual report or financial statement.
Financial responsibility is required for Class I injection wells, and any monitor well which
penetrates to a depth below the underground source of drinking water.
Summary - Department UI C rules require that a permittee for a Class I injection well
demonstrate and maintain financial responsibility. To do this, the applicant or permittee must
first develop a plugging and abandonment plan and determine the cost associated with
implementing this plan should it become necessary. These costs should be updated during the
midpoint of the permit cycle and if the cost is ten percent or more above the amount of the
previous financial responsibility demonstration is hased, then a redemonstration must be made to
the Department. Once the costs have been determined, several methods are available to
demonstrate financial responsibility. Each method is described in the Department's guidelines
for demonstrating financial responsibility.
Agenda Item No. 16C3
January 27, 2009
Page 127 of 130
CHAPTER 218
FINANCIAL MATTERS PERTAINING TO POLITICAL SUBDIVISIONS
PART V
FINANCIAL EMERGENCIES
218.50 Short title.--Sections 218.50-218.504 shall be known as the "Local
Government Financial Emergencies Act."
History.--s. 8, ch. 79-183.
218.501 Purposes.--The purposes of ss. 218.50-218.504 are:
(1) To preserve and protect the fiscal solvency of local governmental entities.
(2) To assist local governmental entities in providing essential services without
interruption and in meeting their financial obligations.
(3) To assist local governmental entities through the improvement of local
financial management procedures.
History.--s. 8, ch. 79-183; s. 25, ch. 96-324.
218.502 Definition.--As used in ss. 218.50-218.504, the term "local
governmental entity" means a county, municipality, or special district.
History.--s. 8, ch. 79-183; s. 26, ch. 96-324.
218.503 Determination offinancial emergency.--
(1) A local governmental entity is in a state of financial emergency when any of
the following conditions occurs:
(a) Failure within the same fiscal year in which due to pay short-term loans from
banks or failure to make bond debt service payments when due.
(b) Failure to transfer at the appropriate time, due to lack of funds:
1. Taxes withheld on the income of employees; or
2. Employer and employee contributions for:
a. Federal social security; or
b. Any pension, retirement, or benefit plan of an employee.
(c) Failure for one pay period to pay, due to lack of funds:
1. Wages and salaries owed to employees; or
2. Retirement benefits owed to former employees.
(d) An unreserved or total fund balance or retained earnings deficit for which
sufficient resources of the local governmental entity are not available to cover the deficit
for 2 successive years.
(e) Noncompliance of the local government retirement system with actuarial
conditions provided by law.
(2) A local governmental entity shall notify the Governor and the Legislative
Auditing Committee when one or more of the conditions specified in subsection (1) have
occurred or will occur if action is not taken to assist the local governmental entity. In
addition, any state agency must, within 30 days after the identification of the financial
emergency, notify the Governor and the Legislative Auditing Committee when one or
Agenda Item No. 16C3
January 27, 2009
Page 128 of 130
more of the conditions specified in subsection (1) have occurred or will occur if action is
not taken to assist a local governmental entity.
(3) Upon notification that one or more of the conditions in subsection (1) exist,
the Governor or his or her designee shall contact the local governmental entity to
determine what actions have been taken by the local governmental entity to resolve the
financial emergency. The Governor has the authority to implement measures as set
forth in ss. 218.50-218.504 to resolve the financial emergency. Such measures may
include, but are not limited to:
(a) Requiring approval of the local governmental entity's budget by the Governor.
(b) Authorizing a state loan to the local governmental entity and providing for
repayment of same.
(c) Prohibiting a local governmental entity from issuing bonds, notes, certificates
of indebtedness, or any other form of debt until such time as it is no longer subject to
this section.
(d) Making such inspections and reviews of records, information, reports, and
assets of the local governmental entity, in which inspections and reviews the
appropriate local officials shall cooperate.
(e) Consulting with the officials of the local governmental entity and the
appropriate state agency regarding any steps necessary to bring the books of account,
accounting systems, financial procedures, and reports into compliance with state
requirements.
(f) Providing technical assistance to the local governmental entity.
(g)
1. Establishing a financial emergencies board to oversee the activities of the local
governmental entity. The board, if established, shall be appointed by the Governor. The
Governor shall select a chair and such other officers as are necessary. The board shall
adopt such rules as are necessary for conducting board business. The board may:
a. Make such reviews of records, reports, and assets of the local governmental
entity as are needed.
b. Consult with the officials of the local governmental entity and appropriate state
officials regarding any steps necessary to bring the books of account, accounting
systems, financial procedures, and reports of the local governmental entity into
compliance with state requirements.
c. Review the operations, management, efficiency, productivity, and financing of
functions and operations of the local governmental entity.
2. The recommendations and reports made by the board must be submitted to
the Governor for appropriate action.
(h) Requiring and approving a plan, to be prepared by the appropriate state
agency in conjunction with the local governmental entity, prescribing actions that will
cause the local governmental entity to no longer be subject to this section. The plan
must include, but need not be limited to:
1. Provision for payment in full of all payments due or to come due on debt
obligations, pension payments, and all payments and charges imposed or mandated by
federal or state law and for all judgments and past due accounts, as priority items of
expenditures.
Agenda Item No. 16C3
January 27, 2009
Page 129 of 130
2. Establishment of a basis of priority budgeting or zero-based budgeting, so as
to eliminate low-priority items that are not affordable.
3. The prohibition of a level of operations which can be sustained only with
nonrecurring revenues.
(4) During the financial emergency period, the local governmental entity may not
seek application of laws under the bankruptcy provisions of the United States
Constitution except with the prior approval of the Governor.
History.--s. 8, ch. 79-183; s. 54, ch. 89-169; s. 1180, ch. 95-147; s. 27, ch. 96-324; s.
29, ch. 97-96.
218.504 Cessation of state action.-- The Governor has the authority to
terminate all state actions pursuant to ss. 218.50-218.504. Cessation of state action
must not occur until the Governor has determined that:
(1) The local governmental entity:
(a) Has established and is operating an effective financial accounting and
reporting system.
(b) Has corrected or eliminated the fiscal emergency conditions outlined in s.
218.503.
(2) No new fiscal emergency conditions exist.
History.--s. 8, ch. 79-183; s. 28, ch. 96-324.
Agenda Item No. 16C3
January 27,2009
CERTIFICATION OF FINANICAL RESPONSIBILITY Page 130 of 130
The Collier County Water-Sewer District, a unit of local government of the State of Florida, hereby
certifies that it has unconditionally obligated itself to have the fmancial resources necessary to
close, plug, and abandon its Class I underground injection well and related monitoring wells, as
required by Chapter 62-528 of the Florida Administrative Code. It is further understood that the
cost estimated to conduct plugging and abandonment, established on December 24, 2008, shall be
reviewed on an armual basis and this obligation shall incorporate inflation costs. An annual
adjustment exceeding 10 percent in anyone year shall require submission of an updated
certification form.
List of the Injection Wells covered by this Agreement:
(For each injection well list thc following information)
Facility Name:
North County Regional Water Treatment Plant
Facility Address:
8005 Vanderbilt Beach Road Extension
Naples, FL 34109
Facility Contact:
Paul Mattausch - Water Director
Phone Number:
(239) 252-6112
Latitude/Longitude ofInjection Well: 26 14' 45" Lat./81 40' 39" Long.
DEP/EPA Identification Number: FLS 50581-477-UO
Current Plugging and Abandonment Cost Estimate: $461,011.00
It is hereby understood that the cancellation of this certification may not take place without the prior
written consent of the Secretary of the Florida Department of Environmental Protection.
ATTEST:
DWIGHT E. BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS OF COLLIER
COUNTY, FLORIDA, AS EX-OFFICIO THE GOVERNING
BOARD OF THE WATER-SEWER DISTRICT
, Deputy Clerk
By:
, CHAIR
Approval as to form and legal
Sufficiency:
~Cl \3~,,~~_'
Je' ifer A. Ipedio
Assistant County Attorney