HomeMy WebLinkAboutItem C10 COUNTY of MONROE BOARD OF COUNTY COMMISSIONERS
� Mayor Michelle Lincoln,District 2
The Florida Keys Mayor Pro Tern David Rice,District 4
y Craig Cates,District 1
James K. Scholl,District 3
� «
Holly Merrill Raschein,District 5
Regular Meeting
January 28, 2026
Agenda Item Number: CIO
26-0219
BULK ITEM: Yes DEPARTMENT: Administration
TIME APPROXIMATE: NO STAFF CONTACT: Kevin Wilson
AGENDA ITEM WORDING: Rescission of 20 August 2025 approval of the agreement with FDEP
and approval of a revised agreement with Florida Department of Environmental Protection (FDEP) for
required site rehabilitation activities at the fuel site previously located at the Plantation Key
Government Center and approval for the County Administrator or Assistant County Administrator to
execute and submit the "Cost Share Site Contractor Recommendation Sheet" to FDEP. The FDEP
contractor agrees to reduce their rates by 25% to cover what would be local match requirement. There
is no cost to the County.
ITEM BACKGROUND:
On 20 August 2025, staff sought and BOCC approved a contract for site rehabilitation of the fuel spill
formerly located at the Plantation Key Government Center. Since that approval FDEP required
additional language in the agreement for site access and also, developed a new list of authorized sub-
contractors authorized by FDEP to perform the work. The original subcontractor selected by the
County was no longer on FDEP's authorized list. As a result staff seeks rescission of the original
approval and approval of the updated FDEP agreement. Staff also seeks authority for the
Administrator or Assistant Administrator to execute the sub-contractor selection sheet in the event that
FDEP's approved subcontractor list is again revised. As background, in 1991 there was a documented
petroleum discharge at the then Public Works fuel point at the Plantation Key Government Center. A
copy of the "Contamination Assessment Report" is attached in the backup material. Low volume or
low environmental impact discharges were placed on a list of site rehabilitation in the order of priority
that gave larger impact discharges priority for funding. FDEP has now identified funding for these
lower priority discharges. FDEP created a program in which vendors of rehabilitation services may
provide these services and FDEP will accept their proposals if the vendor reduces their rate to cover
the local match requirement(25%). Under the program local governments can opt to find and
recommend one of the FDEP approved Agency Term Contractors (ATCs) who will reduce their rates
up to 25% of the total cost and FDEP will accept that commitment by the contract to cover the local
match. Staff originally contacted three (3) of the ATCs identified by FDEP for the southeast region.
One (Imperial Testing and Engineering, Inc.) agreed to provide the required scope of work at rates
reduced by 25% to cover the local match. The other two (2) declined for various reasons. Imperial was
subsequently dropped fro the list of authorized sub-contractors by FDEP in their(FDEP's) most recent
solicitation for sub-contractors. Staff requests BOCC approval of the agreement with FDEP and
approval for staff to execute submit the "Cost Share Site Contractor Recommendation Sheet".
Included in the backup material are the FDEP agreement, the Cost share Site Contractor
Recommendation Sheet, The ATCs commitment letter, the ATC's cost proposal reflecting the 25%
reduction, and the original Site Assessment Report from 1992.
PREVIOUS RELEVANT BOCC ACTION: On 20 August 2025, BOCC approved previous version
of the contract with a different ATC (sub-contractor).
INSURANCE REQUIRED: No
CONTRACT/AGREEMENT CHANGES: Revised contract version with site access language
reviewed by County Attorney. Revised ATC selection form is now included.
STAFF RECOMMENDATION: Approval
DOCUMENTATION:
FINANCIAL IMPACT: N/A
10. Rescission5 approval of the nrreementiapproval of a
revised agreementit i t of EnvironmentalProtection (FDEP) for
required site rehabilitation activities at the fuel site previously located at the Plantation Key
Government Center and approvalforte County AdministratorAssistant County
Administrator to execute and submit the "Cost Share Site Contractor Recommendation
eet11 to FDEP. The FDEP contractor agrees to reduce their rates by % to cover what
localwould be match requirement. ere is no cost tote County.
AGREEMENT FOR PETROLEUM CLEANUP PARTICIPATION PROGRAM
This Agreement is entered into by and between the Florida Department of Environmental
Protection(hereinafter"Department"), whose address is 2600 Blair Stone Road,
Tallahassee, Florida,and Monroe County (hereinafter"Participant"),
whose address is 1100 Simonton Street, Key West,FL 33037
(collectively the"Parties") to perform certain site rehabilitation activities for
contamination determined eligible for the Petroleum Cleanup Participation Program
(hereinafter"PCPP") in accordance with Section 376.3071(13), Florida Statutes (F.S.).
The petroleum contamination subject of this Agreement is the discharge(s) date(s)
September 1, 1991 at the Monroe Cnty Public Works Div-Garage (facility name)
facility located at 88800 Overseas Highway,Plantation Key , Monroe county,Florida,
(Property) depicted on the attached legal description Exhibit A, DEP Facility ID
#449102657 , Parcel # 0418900-000000
WHEREAS, in accordance with Section 376.3071(13),F.S., the Department is authorized
to provide state funding assistance for petroleum discharges determined eligible for
PCPP, based on the site's priority ranking established pursuant to Section 376.3071(5)(a),
F.S., and Chapter 62-771, Florida Administrative Code (F.A.C.); and
WHEREAS, in accordance with Section 376.3071(13), F.S., the Department has
determined the described contamination eligible and Participant provided the required
Limited Contamination Assessment Report (hereinafter"LCAR") or assessment data
Contamination Assessment Report Add.8/28/93 (Report Title and Date)] exists and was
determined to be sufficient to support the proposed course of action and to estimate the
cost of the course of action; and
WHEREAS, the Participant shall provide one of the following: a 25% cost savings to the
Department, a 25%copayment by the Participant, or a combination of both a cost savings and
copayment that totals 25%.
WHEREAS, the Contractor who will conduct the work under this Agreement does so
pursuant to Chapter 62-772.401(2), F.A.C. The Contractor, to be eligible to perform work
under this Agreement, must be an Agency Term Contractor(ATC) awarded under the
Department's Petroleum Restoration Program and is currently in good standing under the
Agency Term Contract. The Contractor shall perform the work at the Facility pursuant to
the terms and conditions of its i) ATC, ii) this Agreement, and iii) any and all issued
Purchase Orders ("Posl").
Remainder of page intentionally left blank
Facility ID#449102657 1 PCPP Agreement W/SAA template 3/5/2024
PARTICIPANT AGREES TO PROCEED UNDER THE SELECTED OPTION
(please select and initial only ONE option and appropriate sub-options if applicable)
1 Participant iproviding2 ° in h Department:
. s a 5/o cost savings to
•)Attached as Exhibit B the agency term contractor's (ATC's) written
acceptance to a reduction in its Department ATC rates.
OR
0 Attached as Exhibit B is the Participant's executed PCPP
Conditional Closure Agreement(CCA,including Attachment B
Conditional Closure Agreement Contractor Recommendation)with an
endpoint of RMO II.Also attach evidence of a properly recorded
interim declaration of restrictive covenant.
Participant Initials
If cost savings selected
20 Participant is paying a 25/ copayment of the cost to cleanup.
Participant Initials
If copayment selected
30 Participant is providing a combination of both a cost savings and copayment equal
to 25%of the cost of cleanup(Attached as Exhibit B,recommended ATC's written
acceptance to a reduction in its Department ATC rates and the Participant
copayment percentage combination).
Participant Initials
If combination selected
NOW, THEREFORE, in consideration of the mutual benefits to be derived here from, the
Department and the Participant do hereby agree as follows:
GENERAL.
1. All activities associated with the performance of this Agreement shall be in conformance
with the provisions of Chapter 376,F.S., and Chapters 62-780, 62-771, and 62-772,F.A.C.
The Parties hereto agree that this Agreement shall additionally be sub j ect to the applicable
provisions of Chapter 287, F.S.
2. The Participant understands that during the course of site rehabilitation,the
Department may,based on the statutes, rules and guidance of the Department, revise a
site rehabilitation strategy due to technical or cost considerations.
TERM OF AGREEMENT AND SPENDING LIMITS.
3. This Agreement is effective on the date of execution by the Parties until the earlier of:
(1)the Department has determined that rehabilitation is complete pursuant to Chapter 62-
Facility ID#449102657 2 PCPP Agreement W/SAA template 3/5/2024
7801 F.A.C. and issues a Site Rehabilitation Completion Order(SRCO) or Conditional Site
Rehabilitation Completion Order (CSRCO); or(2)the funding limitations set forth in Section
376.3071(13)(b), F.S., are exhausted and site rehabilitation has not been achieved.
4. The PCPP program funding cap per eligible PCPP discharge is$400,000,less any
funds previously spent to date, with an additional$100,000 in auxiliary funding
(available via amendment to this agreement if needed for remediation or monitoring in
order to achieve a No Further Action determination).
COVENANTS AND REPRESENTATIONS OF THE DEPARTMENT.
5. In accordance with Sections 376.3071, F.S., and rules adopted pursuant to that
Section, the Department will prepare Work Assignments, and procure the work as
appropriate with the contractor designated and will thereby be responsible to the
contractor solely for the Department's percentage of its cost share, whether that cost is
100% after a cost savings has been demonstrated, 75% cost share, or combination of both.
6. The Department will review and approve site rehabilitation activities in accordance with
the terms of the procurement orders and Chapter 62-780,F.A.C., and shall make copies of
such documents available to the Participant in the electronic site file Oculus
(https://depedms.dep.state.fl.us/Oculus/servlet/login). The Participant is further advised and
understands that the Department may task a locally contracted county with review of site
rehabilitation documents or procurement documents under this Agreement.
7. In accordance with Section 287.0582,F.S., the State of Florida's performance and
obligation to pay under this Agreement is contingent upon an annual appropriation by the
Legislature. The Participant understands that this Agreement shall not result in the
encumbering of State funds upon execution of the Agreement.
COVENANTS AND REPRESENTATIONS OF THE PARTICIPANT.
8. The Participant represents that he or she or it is qualified to enter into this Agreement and
able to fully perform their duties under this Agreement. Participant acknowledges that the
responsibilities and obligations of this Agreement survive the transfer of the above
�o �o
referenced facility/property.
9. When the Participant is paying a 25%copayment,or copayment combination,the
Participant further agrees that it shall be subject to the prompt payment provisions of Section
215.422,F.S.,upon receipt of an invoice for its share of costs from the Contractor,when such
invoice is accompanied by a written approval by the Department of the work completed.
10. When Participants are paying a copayment,the Participant shall maintain and provide upon
request,documentation that the invoice amount was paid. Failure to timely and adequately pay
the contractor and provide proof of that payment to the Department upon request shall be
considered a material breach of the PCPP Agreement pursuant to paragraph 14 and may result
in loss of eligibility. The Department will request confirmation of payment/contractor
certification either via letter or e-mail after the Department has approved the contractor's
work.
Facility ID#449 1 02657 3 PCPP Agreement W/SAA template 3/5/2024
11. In accordance with Chapter 376,F.S.,it is unlawful for the Participant to receive any
remuneration,in cash or in bind,from a Contractor performing cleanup activities subject of this
Agreement.This would include an agreement whereby the Participant does not make timely
payments of the required copayment when the option of 25%copayment or copayment and
cost savings combination.
12. When a Participant is paying 25%copayment or copayment and cost savings combination,
the Participant shall maintain books,records,documents and other evidence pertaining to
compensation and payments directly pertinent to performance under this Agreement in
accordance with generally accepted accounting principles and practices consistently
applied. The Department,the State of Florida or their authorized representatives shall have
access, without cost, except reasonable costs associated with photocopying such records,
to such records for audit purposes during the term of this Agreement and for five years following
termination of this Agreement.
13. If the Participant is also the real property owner of the Property (Owner), Owner
hereby give(s) permission to the Department and all of its Contractors, subcontractors, and
vendors ("Contractor"), in addition to the ATC to enter the Owner's property to conduct
all investigations, inspections, site rehabilitation, and other activities necessary to comply
with this Agreement for as long as this Agreement is effective. Such permission includes
but is not limited to:
a. The Owner authorizes the Department and its Contractors to act as its authorized
representative in signing all required forms and documents necessary for obtaining
applicable permits related to environmental infrastructure improvements including
well construction, repair, maintenance, modification, and abandonment pursuant to
Chapter 373 F.S.
b. Access to the Property is required to maintain eligibility in the PCPP and Owner may
not revoke this Agreement with the Department until the appropriate site
rehabilitation completion order is issued under Chapter 62-780.680 or a low- scored
site initiative order issued pursuant to Section 376.3071(12)(b), Florida Statutes, is
final.
c. The Department acknowledges and accepts its responsibility under applicable law
(Section 768.28, Florida Statutes) for damages caused by the acts of its employees
while on the Property.
d. The Owner retains the right to use the Property, however, neither the Department nor
the Contractor are responsible for any inconvenience, economic injury, or business
damage that Owner may suffer due to the performance of activities conducted to
fulfill this Agreement.
e. The Owner shall not interfere with the Department or Contractors when performing
the activities to fulfill this Agreement. Owner shall not damage any equipment
including wells, piping, and remediation system that may be located on the Property.
Owner shall notify the Department 90 days prior to commencement of any
construction, paving, demolition, or other work on the Property that may damage or
destroy any part of the equipment installed under this Agreement.
Facility ID#449 1 02657 4 PCPP Agreement W/SAA template 3/5/2024
If Participant is not the current real property owner, a Site Access Agreement (SAA)
must be executed by the real property owner and timely submitted to the Department
before work can proceed. The Department will request site access from the real property
owner. If an acceptable SAA is not timely submitted by the current real property owner,
eligibility in the PCPP may be revoked, regardless of this PCPP Agreement. Participant
shall assist the Department in contacting and obtaining a SAA.
Please complete the following only if the Participant is the Owner:
A. Are additional requirements attached to this agreement? If neither are checked, the
Department will assume "NO."Note: Additional requirements must be on a separate page
titled Exhibit C and include the facility ID#,owner signature and date on the page.If an Exhibit C
is not submitted to the Department with the signed Site Access Agreement,the Department will
consider that you have changed your selection from"YES"to"NO".
YES F)NO
B. Do you wish to participate or provide input with respect to rehabilitation of this
facility? If neither are checked,the Department will assume "NO."
YES NO
C. Do you want the site rehabilitation Contractor to contact you to obtain a separate
site access agreement?Note: Optional site access agreements between the owner
and site rehabilitation Contractor must be completed within (90) calendar days.
Since such an agreement is neither necessary nor required, state-funded site
rehabilitation activities will begin whether or not you and the site rehabilitation
Contractor have executed this optional agreement. Entities listed in paragraph 3
which this agreement provides immediate access for are excluded from this option
of obtaining an additional site access agreement.
YES •w NO
Only applicable if Participant agreed to proceed under the selected option 2 (25%
copayment).
D. If you wish to exercise the option to reject one Contractor prior to assignment of work,
please enter an email address. . If you do
not have an email address, you can enter a telephone number instead.
TERMINATION OF AGREEMENT AND REMEDIES FOR BREACH OF
AGREEMENT.
14. This Agreement may be terminated for material breach of obligations by either Party.
Material breach means substantial failure to comply with the terms and conditions of this
Agreement. A Party terminating the Agreement shall give written notice of the breach to the
other Party within 14 days of discovery of facts giving rise to the breach. Such notice shall be
of sufficient detail so that the Party allegedly 'n breach can formulate a remedy. If the
breach is remedied within 15 days of the notice,the Agreement shall remain in effect. If the
Facility ID#449102657 5 PCPP Agreement W/SAA template 3/5/2024
breach is not remedied within 15 days of the notice,the Agreement may be terminated within
15 days of the close of the 15 day remedy period. Failure to timely pay the Participant's 25%
co-payment or 25%copayment and cost savings combination is considered a material breach
of this PCPP Agreement. In the event that the Department determines, in its sole discretion,
that the Participant is in breach of this Agreement, the Department reserves the right to
exercise all remedies at law and equity.
15. The Department reserves the right to unilaterally cancel this Agreement for refusal by
the Participant to allow public access to all documents,papers, letters or other material
regardless of the physical form, characteristics, or means of transmission,made or
received subject to the provisions of Chapter 119, F.S., in conjunction with this
Agreement (public records). The Department may terminate this agreement without cause
with notice to the Participant pursuant to paragraph 17.
16. The parties hereto agree to waive any right to jury trial under this Agreement.
NOTICES.
17. Any notice or written communication required or permitted hereunder between the
Parties shall be considered received when delivered via electronically by e-mail or
delivered in person or by mail by the appropriate Party Representative.Party
Representatives are as follows:
Department Representative: Participant Representative:
Kenneth Busen, P.G. Kevin Wilson / Robert Shillinger
PCPP Coordinator Name
Petroleum Restoration Program Department of Assistant County Adminsitrator/County Attorney
Environmental Protection
2600 Blair Stone Road MS 4580 Title
Tallahassee, Florida 32399-2400 1100 Simonton Street/1111 12th Street(Ste 408)
Phone: (850) 245-8745 Street Address
E-mail: Kenneth.BusenkFloridaDEP.gov
Key West, FL 33034/Key West, FL 33040
City,State,Zip
305-797-1547 / 305-747-4717
Phone
wilson-kevin@MonroeCounty-FL.Gov
Email
AMENDMENTS.
18. Any amendment to this Agreement must be in writing and signed by the Parties.
Facility ID#449102657 6 PCPP Agreement W/SAA template 3/5/2024
ASSIGNMENT.
19. This Agreement shall not be assigned by either Party without prior written consent of
the non-assigning Party. The Department will not accept assignment of this Agreement to
any person or entity that,in the Department's determination,is unable to reliably comply
with the 25%cost savings,co-payment,or combination of both obligation.
CHOICE OF LAW/FORUM.
20. The parties hereby agree that any and all actions or disputes arising out of this Agreement
shall be governed by the laws of the State of Florida; and any such actions shall be brought in
Leon County, Florida.
RESPONSIBILITY FOR SITE REHABILITATION WHERE CLEANUP COSTS
EXCEED SPENDING LIMITATIONS.
21. In accordance with Section 376.3071(13)(f),F.S.,in the event that the funding
limitations specified in Section 376.3071(13),F.S.,are exhausted or exceeded prior to
completion of site rehabilitation,the Participant shall be obligated to continue site
rehabilitation activities in accordance with Section 3 76.3 071(5),F.S.,and Chapter
62-7801 F.A.C. If the Participant fails to timely continue the site rehabilitation activities the
Department and its contractors)are permitted to continue performing assessment and remedial
activities that the Department, at its sole discretion, deems appropriate. The Department
will designate its own contractor(s)to undertake site rehabilitation actions without the approval
of the Participant or any other party. The Department or its contractor(s)will perform any
assessment and remedial activities that the Department, at its sole discretion deems
appropriate to address the remaining petroleum contamination.As such, the Department, at its
sole discretion,may choose to undertake assessment or cleanup activities that are less
stringent than the requirements of Chapters 62-780 and 62-777,F.A.C., and which may not
result in the issuance of a Site Rehabilitation Completion Order. Pursuant to Section
376.3071(7)(b),F.S., the Department will seek recovery for all sums expended by the
Department for actions taken pursuant to this paragraph. Therefore, the Department
explicitly reserves its right to seek recovery from the Participant or any other responsible
party that amount which was expended by the Department in these matters.
ENTIRE AGREEMENT.
22. It is hereby understood and agreed that this Agreement states the entire agreement
and that the Parties are not bound by any stipulations,representations, agreements or
promises,oral or otherwise, not printed in this Agreement. This Agreement is binding
upon execution of the Agreement and is for the benefit of the Parties and to no other entities or
persons not signatories to this Agreement. This PCPP Agreement is the primary Agreement
between the Parties and any conflict between the PCPP Agreement and any of the
attachments the PCPP Agreement controls. No exhibit or attachment to this PCPP
Agreement can modify any statutes, rules, or procedures applicable to the Petroleum
Restoration Program.
Facility ID#449102657 7 PCPP Agreement W/SAA template 3/5/2024
FOR THE DEPARTMENT: FOR THE PARTICIPANT:
Natasha Lampkin Participant Signature
Program Administrator Michelle Lincoln
gPetroleum Restoration Pro ram Print Name:
or
Title. Ma y
Date:
Op JEY
FORM
r ' I aIn N
PEA .
ASSISTA
t L6L26
Exhibits: Exhibit A - Legal Description of the Property [Attach a legal description of
the Property from the most current deed and or a survey sketch/map of the
property with GPS or other locational information]
Exhibit B - Documents required to be submitted and attached to this
Agreement pursuant to the option selected one page I and 2 of this
Agreement.
Facility ID#449102657 8 PCPP Agreement W/SAA template 3/5/2024
Below is a checklist of the appropriate documents required to be submitted as Exhibit B
with the PCPP Agreement.
�o
1.a.When Participant is providing a 25% cost savings(as demonstrated in the
form of reduced rates by the proposed ATC) to the Department attach:
N ATC's written commitment to a reduction in its Department ATC rates
OR
Lb. When Participant is providing a 25% cost savings(RMO II) to the Department
attach:
F-1 Participant's executed PCPP Conditional Closure Agreement(CCA)with an
endpoint of RMO II, with Attachment B Conditional Closure Agreement
Contractor Recommendation
F-1 Participant's signed PCPP Declaration of Interim Restrictive Covenant(DIRC,
only the current real property owner(s)can execute this document)
OR
2. When Participant is paying a 25% copayment of the cost to cleanup: none required
OR
3. When Participant is providing a combination of both a cost savings and
copayment equal to 25% of the cost of cleanup attach:
F-] ATC's written commitment to reduction in its Department ATC rates with
details of percentages for copayment and reduced rates
Please note, the above constitutes documentation required for Exhibit B, which will
become a part of the PCPP Agreement. Additional Backup Documentation (such as the
cost share contractor selection sheet, scope of work and cost estimate template, etc.) may
also be required as a separate file during the PCPP submission process. Refer to the PCPP
Instructions for Completion (https:Hfloridadep.,gov/waste/petroleum-
restoration/documents/instructions-completion-pcpp-agreement) for full details on
submitting.
n o s
m m n
T` z
O W m 0 m 0
m
V A T T T m m m m m O O O n n n n n n n n W W C C C C C C 3 0 G)n
o p z'"2tn33r W unm GOM:K--" *0 Z Z z Z Z Z p m < C O
rn O N II II T II O A]
p T N A C I I I I S II I I I I Z 2 I I < O O O O O O p m <Z 0 1 1
o A o II MImm II mmm O D mmOn II II II n II D II p A A A Gx O r S O
A m r r r II II m m�mG'1 G7 T T m M m v
Onmmrm<n>II Onnoo>- W W A A A 70 A A z z p m m 0 O
zmxnn�D�Zm 00�3nm�-DOS O O O O O O n n z m
➢r Gz.�3Z� Dn� Z Z Z Z Z z ^� ^� n 0
z xw�o OVA OZOnP OnL�� mnCC��A��O
mo on ^'mcnm �P nz mD m7'0zz Om`c3 (n(n S m n m O m O
o mcpnizpom� mzm3m WO�z om�nr.mzODm D O z Gl m O m I
mnvczNm �pD� X�G� mDm mm m _ 3 O
„nn�A <_ O�_m P G P 3 D p C r
S O z z Z C r Z m I
D.-<�'^ nSA n m 30n m GD
co< <m
o�o�r<noy m O C D m G O m D my I
�m�on m r3 mz p Z o�
oz
Z� _ ( 01 _
0 o
D lV
Ao N3 z r mZD
< onm< m v o
O�<V
m D
III' I
.W_N T!/pl UtN ti
m p z z 3 r T T
mzpz 3 C)oon II=�<� p�zn pp
o n To n n W II m O II➢II II<< II r II I
OODn�' II II II II.A�. m A p P II II m I
>T��m-M. vvvOD II Z II Dnpp .v G) mm
3o�n1� 000 ���y zcnm zzC�<-zn
No m'�m� zzZ� P�rDpz7»MD*mmm
_m!^; ���p SpDOp�omm��ZO� �n c® 0, o�
000 T D V) z S m 0 m m z� STAIRS STAIRS/LANDING
�0Go?v TTITn Oy3r <z �� oo O
m��poo �nmC �mr.G� ➢n z0 ,
z
mOmp m �O mm ---- Je
3mnom < C)< P �o O Z �°
�z�oD m m m m -
�'z A ti 3 Z UI i0 m
moi..on um": 0 o A op
3 z T n n z n < °A T r 0--------
In z m m G1 D [n mi � D (n O D n o
< 1 m m v n < 0 m 0
M o Imz m 3� mn O AmA D n S �m t I
D 0 D D X O D m - 8" ++n "' G)D W m 3 ➢ O 9 o� cC=C --1 ninDO Lr)DO ���v� D< m� D n m _
a v<3 W G 3 z n O C-)
G z < o
<3o�3n�x3 2z Z,(0 v II n3 rm 0m m 7. z
I I I I I I I I O .� z P m m 70 O
II II II II II II II II II II r II D II II n 0 v D �
n-��minm II Ind II�0�� S vC O m o �
D mO�m m�D UID'"pm..Om 3 m3 O
��OO�z ram Z�mz� '"Cry D C)00 IN .r.
mm00➢nnm S% .. SGjT[n<3 mm 0 .r. z
��OOr7�D=0<D >'O z 0 <> Ind z Z [mil
<3 T C C m r �D z z D O z Z R�7� m :..t....,:'.
>mm��m zDr{ '"<T0Z <m
z < r n T n r z 3 m Z p� tb :r'::.::Im`:•.
mAm��� 3WmD0 Q'mD�p n� zp m
< x m� m ! .:
D m z O➢ ➢ m 3"
Oo< SOn 0 77O �r.z xx p o tX
O me.
m m< r 3 m W r C Z n o m I •:
0 m➢ 'M mix mZ IV
r m-1 m n
m r` rn m v 3 n RAILER SHED
CO m
O T
N Oi I o�za
V m p
wooD — --_
rn � z I n --
m C I mnv, n ` �p D O M 3 I o o y SHED ___________. _______
C 1 1 V z o
A z„n z D
=- m
o
----------
m c —-----------
-- -- -
O I"I I r m
r
U)go
�n m ---------
<
x o
" --
,m w o m
O nr m 1"
= m� r
---
N r U) o -
N 00 °
m r r n mO n \ o°
W V G r-i P ?A o
Oo M D
a m S
V•O ��la�yT y� /p - O o
41111u»yiivai,,,,,
n sm loo O "
911
--------------
n n O •. O O- o wom
m 3 WOOD
n C 3
N o
z n --------------- ��
o � Q
n
VWWVWW�Illllllllllllll yh`p; ',',: goy =p :.O� ___________
�UUlllllll/l a/0%I/ rir�yc�c s o��'n�'• o o \\•\ \ � � \\ �' -
O-00
uuuuuuuuuuuuuuuuul uuuuuul / o� clq %. z- o
ulll laaaaaaaaaaadJJlll rma� 9�, �sF' i
z
����� MAIN DRIVE/ENTRANCE r n
I
\ \ nff�� it •� \ � \ � �� •� \ � o
t/so
�01,M), "O ,� Q P v 0 D 3
»r/ n D; G)
0 n �z OVO
° ° -n —n
�auyy 111LLLJJJ111 `� m / /` r > 00
o z o
o00
12
�JJl�Ul1 UdL�ii
i I,Iw -n (_n z
�3 `� O D
30 � _ V,
C)0) > LjO
z No yq o mo o "NIA Q � 3 (n G)>s a C M
U) O
Aso �" n �' C
Go 0 `q� o��o = a o z cn D
-0 " mow O rn 00 = _
z�C:)0 o N� �N o -n G) 70 (7
➢ °IAA = CDC
>0z D M �� �^^ cnn1.4 zcT
� �r-I 30 O `�• r
M< O =m M 3 z _ D n -
M
-n v�i M �� D� p D
r l-I'1 O� I I rp= a
C= 3 � IM
n C
C
ZN Z gsoy O
y 90 q<r
so
n W
qr�
M
z
M
O
z
r
D
z
D
z
� �� - -o10
- - o�o� w � �o�w- --wow --- - - - o� - -bw wow -w --
A
C:J
CtlY
a
-------------------
_w
_ _
o 0
a c c c c
m o m5m irtJ
- Iln
1 0
Cb,a
IIV
J
Legal Description
A portion of Government Lot 2, according to the MacDonald's Plat of Gov't. Lots 3, 4 and 5, Section 8,
Township 63S,
Range 38 E and Gov't Lot 1, Section 7, Township 63 S, Range 38 E, Plantation Key, as recorded in Plat Book
1 at Page 66
Public Records of Monroe County, Florida, more particularly described by metes and bounds as follows:
Beginning at the intersection of the Northwesterly Right of Way line of State Road No. 5(U.S. No. 1)with the
South line of
Randal Adam's Subdivision recorded in Plat Book 1 at Page 110, Public Records of Monroe County, Florida,
run Westerly
along the South line of Randal Adam's Subdivision for 839.67 feet to the East line of Lot 4, Blk. 3, Amended
and Extended
Plat High Point recorded in Plat Book 6 at Page 19, Public Records of Monroe County, Florida;
thence deflect left 89°45' and run Southerly along said East line of Lot 4, Blk. 3, for 63.93 feet to the North line
of Key
Heights, Section 2, recorded in Plat Book 3, at Page 159, of the Public Records of Monroe County, Florida;
thence deflect
left 92°07'31"and run Easterly along said North line of Key Heights, Section 2, for 811.55 feet to the
aforementioned
Northwesterly Right of Way line of State Road No. 5 (U.S. No. 1); thence deflect left 50°28' 19"and run
Northerly along said
Right of Way line of 49.17 feet to the Point of Beginning.
AND
The North 112.5 feet of Lot 12 and the South 112.5 feet of Lot 12, of RANDAL ADAMS SUBDIVISION, on
Plantation Key,
according to the Plat thereof, as recorded in Plat Book 1, at Page 110, of the Public Records of Monroe
County, Florida;
Less the Westerly 130 feet thereof; and LESS the following described property:
Part of Lot 12, RANDAL ADAMS SUBDIVISION, on Plantation Key, according to the Plat thereof, as recorded
in Plat Book
1, Page 110, of the Public Records of Monroe County, Florida, more particularly described as follows:
Commence at the Northwestern corner of the above said Lot 12; thence South 880 13"00" East along the
Southerly right of
way line of High Point Road, said Southerly right of way line being also the North line of said Lot 12, of
RANDAL ADAMS
SUBDIVISION, for 130 feet to the point of beginning; thence continue South 88°13'00" East along the said
Southerly right of
way line of High Point Road for 275.44 feet; thence South 1°47'00"West for 82 feet; thence North 88°13'00"
West and
parallel to the said Southerly right of way line of High Point Road for a distance of 275.44 feet; thence at right
angles North
1°47'00" East for a distance of 82 feet to the point of beginning.
AND
OFFICIAL RECORDS BOOK 1646, PAGE 2176 "PARCEL E" (PROVIDED)
Part of Lot 12, RANDAL ADAMS SUBDIVISION, on Plantation Key, according to the Plat thereof, as recorded
in Plat Book
1, Page 110, of the Public Records of Monroe County, Florida, more particularly described as follows:
Commence at the Northwestern corner of the above said Lot 12; thence South 88'13"00" East along the
Southerly right of
way line of High Point Road, said Southerly right of way line being also the North line of said Lot 12, of
RANDAL ADAMS
SUBDIVISION, for 130 feet to the point of beginning; thence continue South 88013'00" East along the said
Southerly right of
way line of High Point Road for 275.44 feet; thence South 1°47'00"West for 82 feet; thence North 88013'00"
West and
parallel to the said Southerly right of way line of High Point Road for a distance of 275.44 feet; thence at right
angles North
1°47'00" East for a distance of 82 feet to the point of beginning.
AND
OFFICIAL RECORDS BOOK 707, PAGE 845 (PROVIDED)
A portion of Government Lot 2, according to the MacDonald's Plat of Gov't. Lots 3, 4 and 5, Section 8,
Township 63S,
Range 38 E and Gov't Lot 1, Section 7, Township 63 S, Range 38 E, Plantation Key, as recorded in Plat Book
1 at Page 66
Public Records of Monroe County, Florida, more particularly described by metes and bounds as follows:
Beginning at the intersection of the Northwesterly Right of Way line of State Road No. 5(U.S. No. 1)with the
South line of
Randal Adam's Subdivision recorded in Plat Book 1 at Page 110, Public Records of Monroe County, Florida,
run Westerly
along the South line of Randal Adam's Subdivision for 839.67 feet to the East line of Lot 4, Blk. 3, Amended
and Extended
Plat High Point recorded in Plat Book 6 at Page 19, Public Records of Monroe County, Florida;
thence deflect left 89°45' and run Southerly along said East line of Lot 4, Blk. 3, for 63.93 feet to the North line
of Key
Heights, Section 2, recorded in Plat Book 3, at Page 159, of the Public Records of Monroe County, Florida;
thence deflect
left 92007'31"and run Easterly along said North line of Key Heights, Section 2, for 811.55 feet to the
aforementioned
Northwesterly Right of Way line of State Road No. 5 (U.S. No. 1); thence deflect left 50°28' 19"and run
Northerly along said
Right of Way line of 49.17 feet to the Point of Beginning.
AND
The North 112.5 feet of Lot 12 and the South 112.5 feet of Lot 12, of RANDAL ADAMS SUBDIVISION, on
Plantation Key,
according to the Plat thereof, as recorded in Plat Book 1, at Page 110, of the Public Records of Monroe
County, Florida;
Less the Westerly 130 feet thereof; and LESS the following described property:
Part of Lot 12, RANDAL ADAMS SUBDIVISION, on Plantation Key, according to the Plat thereof, as recorded
in Plat Book
1, Page 110, of the Public Records of Monroe County, Florida, more particularly described as follows:
Commence at the Northwestern corner of the above said Lot 12; thence South 88'13"00" East along the
Southerly right of
way line of High Point Road, said Southerly right of way line being also the North line of said Lot 12, of
RANDAL ADAMS
SUBDIVISION, for 130 feet to the point of beginning; thence continue South 88°13'00" East along the said
Southerly right of
way line of High Point Road for 275.44 feet; thence South 1°47'00"West for 82 feet; thence North 88°13'00"
West and
parallel to the said Southerly right of way line of High Point Road for a distance of 275.44 feet; thence at right
angles North
1°47'00" East for a distance of 82 feet to the point of beginning.
AND
OFFICIAL RECORDS BOOK 1646, PAGE 2176 "PARCEL E" (PROVIDED)
Part of Lot 12, RANDAL ADAMS SUBDIVISION, on Plantation Key, according to the Plat thereof, as recorded
in Plat Book
1, Page 110, of the Public Records of Monroe County, Florida, more particularly described as follows:
Commence at the Northwestern corner of the above said Lot 12; thence South 880 13"00" East along the
Southerly right of
way line of High Point Road, said Southerly right of way line being also the North line of said Lot 12, of
RANDAL ADAMS
SUBDIVISION, for 130 feet to the point of beginning; thence continue South 88013'00" East along the said
Southerly right of
way line of High Point Road for 275.44 feet; thence South 1°47'00"West for 82 feet; thence North 88'13'00"
West and
parallel to the said Southerly right of way line of High Point Road for a distance of 275.44 feet; thence at right
angles North
1°47'00" East for a distance of 82 feet to the point of beginning.
AND
OFFICIAL RECORDS BOOK 707, PAGE 845 (PROVIDED)
LOT 1, BLOCK 4, OF KEY HEIGHTS, SECTION TWO, ACCORDING TO THE PLAT THEREOF RECORDED
IN PLAT
BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
AND
OFFICIAL RECORDS BOOK 123, PAGE 192 (PROVIDED)
LOTS 2 AND 3, in BLOCK 4, of KEY HEIGHTS, SECTION 2,ACCORDING TO THE PLAT THEREOF
RECORDED IN
PLAT BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
AND
OFFICIAL RECORDS BOOK 147, PAGE 410 (PROVIDED)
LOTS 4 AND 5, in BLOCK 4, of KEY HEIGHTS, SECTION 2,ACCORDING TO THE PLAT THEREOF
RECORDED IN
PLAT BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
AND
OFFICIAL RECORDS BOOK 646, PAGE 399 (PROVIDED)
LOT 6, BLOCK 4, KEY HEIGHTS, SECTION TWO,ACCORDING TO THE PLAT THEREOF,AS RECORDED
IN PLAT
BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
LESS
OFFICIAL RECORDS BOOK 798, PAGE 1926 (PROVIDED)
THE WEST 10 FEET OF LOT 6, BLOCK 4, KEY HEIGHTS, SECTION TWO, ACCORDING TO THE PLAT
THEREOF, AS
RECORDED IN PLAT BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY,
FLORIDA.
LOT 1, BLOCK 4, OF KEY HEIGHTS, SECTION TWO, ACCORDING TO THE PLAT THEREOF RECORDED
IN PLAT
BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
AND
OFFICIAL RECORDS BOOK 123, PAGE 192 (PROVIDED)
LOTS 2 AND 3, in BLOCK 4, of KEY HEIGHTS, SECTION 2,ACCORDING TO THE PLAT THEREOF
RECORDED IN
PLAT BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
AND
OFFICIAL RECORDS BOOK 147, PAGE 410 (PROVIDED)
LOTS 4 AND 5, in BLOCK 4, of KEY HEIGHTS, SECTION 2,ACCORDING TO THE PLAT THEREOF
RECORDED IN
PLAT BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
AND
OFFICIAL RECORDS BOOK 646, PAGE 399 (PROVIDED)
LOT 6, BLOCK 4, KEY HEIGHTS, SECTION TWO,ACCORDING TO THE PLAT THEREOF,AS RECORDED
IN PLAT
BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY, FLORIDA.
LESS
OFFICIAL RECORDS BOOK 798, PAGE 1926 (PROVIDED)
THE WEST 10 FEET OF LOT 6, BLOCK 4, KEY HEIGHTS, SECTION TWO, ACCORDING TO THE PLAT
THEREOF, AS
RECORDED IN PLAT BOOK 3 AT PAGE 159, OF THE PUBLIC RECORDS OF MONROE COUNTY,
FLORIDA.
01PAI??. Ran DeSantol's
FLORIDA DEPARTMENT OF G�overnor
0
%4 0
Jeanette, �fiez
Environmental Protection
Lt.Governor
Bob Martinez,Ce,n�ter, Noah Valenistelon
A'-1V TA L 2600 Blair Stonle Road Secretary
Tallahassee, F'L,323991-�24�00
PETROLEUM RESTORATION PROGRAM
COST SHARE SITE CONTRACTOR RECOMMENDATION SHEET
The Responsible Party(RP)may use this sheet to recommend an Agency Term Contractor with a contract in the same region
as the site to perform work pursuant to a cost-share agreement in the Petroleum Restoration Program(PRP) that meets the
25% or higher cost share requirement pursuant to Chapter 62-772, Florida Administrative Code, Procurement Procedures
for the Petroleum Restoration Program. The entity selecting the Contractor must be a party to the executed cost share
agreement.
Site Name: Monroe Cnty Public Works Div-Garage FDEP Facility ID#: 449102657
Site Address: 88800 Overseas Highway, Islamorada, Monroe County Parcel ID#: 00418900-000000
Responsible Party Name: Monroe County Board of Commissioners
Responsible Party Rep.Name &Title: Kevin Wilson, Assistant County Administrator
Responsible Party Rep. Phone#&E-mail: 305-453-8788 wilson-kevin(d)_monroecounty-fl.gov
Select only one of the contractor options listed below:
•)Recommend a PRP Agency Term Contractor with a valid contract in the region of the site:
Co.Name: American Environmental Engineering of Florida, Inc. DEP Contractor ID#: 10
Rep. Name& Title: Robert Brown, President
Rep. Phone#&E-mail: 850-545-0672, robert.brown CcD-aeeus.com
III
Allow the DEP to select a competitively procured contractor for the next scope of work in accordance with s. 287.057,
Florida Statute.
I understand that the contractor selection option chosen above cannot be changed once it has been approved by the
Department,unless poor performance by the Contractor is affirmatively demonstrated.
Kevin Wilson, Assistant County Administrator
Responsible Party Rep.Name &Title Signature Date
Comp leted forms should be emailed to DW.M..P.RP.Con-tractor..R-ecom. en.dati.on.s..( d state.fl.us or sent to the
...................................................................................................................................................................................................................................................................................................................................................................................................................................... .............!�p......................................................................................................
letterhead address, Mail Station 4580, Attention: Robert Perlowski. Questions about cost share site contractor selection
may be referred to Rob Perlowski at 850-245-8917 or at Robert.PerlowskiAdep.state.fLus.
A list of Agency Term Contractors by region is available on the Petroleum Restoration Program Website at
ht srida ...gov/wast��.etroleum �restorati.on/con.ten.t/qual.i.-fi.ed�contractor 4n.formation
.................... -.H-fl.o e..................................................................................................d..........p
.............. ............. .............................................................................. .................................................................................................................................................................................................................................................................................................... ..........................................................................
NROE C�OUN,TY ATTOMEY
A P)PIOVE
PED J.
Cost Share Contractor Recommendation Sheet 71217
ASSISTAP UNTY AT,MRNEY
tWo
Date� 1./6/26
PCPP Scope of Work (SOW) and Cost Estimate for 25%Cost Savings via Rate Reduction
Facility Name Monroe Cnty Public Works Div-Garage
Facility Address 88800 Overseas Highway, Islamorada
FDEP Facility# 449102657
PCPP Eligibility Discharge Date(s) 9/1/1991
Priority Score 9
Based on the results of the 1993 and 1994 CAR Addendum submitted by US Environmental Group, Inc.
the scope of work and estimated cost to complete cleanup is described below:
SOW/Phase Estimated Cost
HASP/File Review $ 3.1000.00
Baseline Soil/GW $ 30,000.00
NAM $ 20,000.00
Well Abandonment/Site Restoration $ 5,000.00
Subtotal $ 58,000.00
25% cost savings in the form of
reduced rates ($14.,500.)
FDEP Estimated total cost to closure $ 43,500.00
Any cost above the discharge(s) i auxiliary i ,if applicable) ill be the responsibility of the responsible
Estimated timetable and endpoint 2 years, 3/31/2028
Robert Brown, P.E. 1/5/2026
Scope and Estimate provided by Date
American Environmental Engineering of Florida, Inc.
Company Name
FDEP PCPP 25% Rate Reduction Cost Estimate 10/06/23
ft americian
6
environmental
Cpee
eingineering
EXHIBIT A
January 5, 2026
Sent via email to DWM PRP PCPPkfloridaDEP. ov
PCPP Coordinator
Florida Department of Environmental Protection
2600 Blair Stone Road
Mail Station 4580
Tallahassee, Florida 32399-2400
Subject: Commitment of Rate Reduction for Petroleum Cleanup Participation Program
(PCPP) Agreement
Monroe Cnty Public Works Div-Garage
88800 Overseas Highway, Islamorada
Islamorada, Monroe County, Florida
FDEP Facility ID #449102657
Discharge Date(s): 9/1/1991 PCPP
Score: 9
PCPP Coordinator,
As part of the July 01, 2020 revisions to Section 376.3071(13) Florida Statutes,
owners/responsible parties (RP) may meet their 25% obligation via cost savings
demonstrated in the form of reduced rates by the proposed agency term contractor (ATC).
This letter serves to notify the Florida Department of Environmental Protection (FDEP)
Petroleum Restoration Program (PRP) that American Environmental Engineering of
Florida, Inc. (DEP Contractor ID# 00010), as the recommended contractor for the above
referenced facility, agrees to a reduction of rates, in its ATC contract in the same region as
the listed facility, as required to achieve the 25% cost savings.
Sincerely,
Robert Brown, P.E.
President
American Environmental Engineering of Florida, Inc.
ec: Kevin Wilson, Kevin-WilsongMonroeCounty-FL.Gov
PCPP ATC Commitment of Rate Reduction Letter 11612021
MISSIMER & ASSOCIATES, INC.
Environmental and Groundwater Services
@say
JULO 6 1992
DER, Marathon, FL
LOCATIONS THROUGHOUT SOUTHERN UNITED STATES
MI ST ME It&,ASSOCIATE ,INC„
I v]F I1 2 f 1 1 1 I 11.11 It 11 d -T(W I I d WJ 1C I'WI. ices
CONTAMINATION ASSESSMENT REPORT
FOR THE
COUNTY of MNROE
FUELING FACILITY
AT
186 KEY HEIGHTS DRIVE
TAVERNIER KEY FLORIDA
FDER # 449102657
Submitted to:
State of Florida
Department of Environmental
Regulation
11400 yr Highway
h �}
Overseas� � a
Suite 123
Marathon, Florida 33050
01-
By
issir er & Associates, Inc. ,
14750 .W. th Court, Suite 110 Tep
Miami Lakes, Florida 331
El- 19
JU F, 1992
I
Jose A. Alvarez, P.G.2'
�.
ist r d Geologist No. 11 3
State of Florida
MISSINIER& AW)CIATES,INC
AWA
TABLE.DIF CoNTE&Jlr'e PAGE
1.0 INTRODUCTION i . ■ . ir ■ . . ■ ■ ■ . . ■ , # ■ . # . # r ■ ■ ■ # # ■ . ■ . . . . ri . . . 1
2.0 SITE DESCRIPTION # . ii ■ . . ■ ■ ■ ■ J . ■ fi ■ i # ■ . ■ ■ ir ■ . ■ . ■ . ■ . . ■ , ■ ■ 2
3.0 TANK CLOSURE ASSESSMENT AND
INITIAL REMEDIAL IAL ACTION
ACTIVITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
■1 1 ntro uctio 7 ■ ■ r 1 ■ ■ a # ■ i i ■ # ■ r r ■ ■ 4 r 1 r ■ ■ ■ # r ■ • ■ a 1 y ■ r
■2 Aquifer c1 i do r 1 r # r ■ r r r r * ■ ■ r r ■ ■ # i ■ • r w ■ r • r ■ ■ ■ .1 r r ■
■3 Regional Hydrogeology r # ■ a . ■ s # r # • r . r ■ , ■ r ■ ■ ■ r • r ■ ■ ■ 1 r ■
4.4. Site Geology ■ ■ ■ 1 1 r r r ■ # ■ ■ r r ■ r r ■ r r ■ . . r r ■ ■ . 1 # r r ■ a 1 r r r
4.5 Site Hydrology F i ■ ■ t * r • ■ • # ! # i ■ r F 4 • r w • ■ # r a # ■ r r • r ■ i ■ * f
5.0 CONTAMINATION ASSESSMENT ACTIVITIES . . . . . . . . . . m m m d # m a v 1
■1 Preliminary Groundwater Contamination
Assessment ■ r r . i r ■ r F ■ . ■ r r ■ ■ ■ r . W ■ a ■ ■ # ■ ■ ■ ■ i r W ■ ■ f ■ d 10
a Monitoring Well Installation ■ ■ , ■ ■ r ■ irr . rrr / ■ ■ . r . ■ ■ . 1 . • ■ 11
.3 Groundwater Contamination Assessment ■ i ■ ■ ! ■ i ■ ■ f ■ i ■ a r ■ ! 1
5.4 Soil C ntaminati nAssessment . . . . . . . . d . . . . . . . . . 4 . . . . . 1
6.0 SITE AQUIFER CHARACTERISTICS . . . . . . . . . . . . . . . . . . . . . . . . r 1
_ ■i
. CI iT ,INC,
TC
8.0 RECOMMENDATIONS . ■ ■ ■ ■ . ■ ■ ■ . ■ ■ . ■ . # . . . ■ ■ ■ ■ . ■ . ■ . , ■ # . . ■ ■ 2
arr•
MISSIMER&ASSOCIATES,1 w
l nvIIoll III IL.IItal aIld C;TouI1d w,iter scIvict�
FIGURES
FIGURE 2.1 LOCATION MAP
FIGURE 2.2 SITE MAP
FIGURE 4.1 D DE AND MONROE COUNTIES
FIGURE 4.2 WATER TABLE ELEVATION SURFACE MAP
FIGURE 5.1 LOCATION OF MONITORING WELLS
FIGURE 5.2 LOCATION OF SOIL CUTTINGS/SOIL BORINGS
FIGURE 5.3 CONSTRUCTION PROFILE OF SHALLOW KNELLS
FIGURE 5.4 CONSTRUCTION PROFILE OF DEEP WELL W-11
FIGURE 5.5 CONSTRUCTION STRUCTION PROFILE OF DEEP WELL MW-1 D
FIGURE 5.6 EXTENT OF GROUNDWATER CONTAMINATION
TABLES
TABLE 1.0 WATER TABLE ELEVATION
TABLE 2.0 SUMMARY F GROUNDWATER ANALYTICAL RESULTS
TABLE 3.0 SOIL ANALYTICAL FIELD RESULTS
I
M l IM ER&ASSOCIATES,INC
I TIVIII)IMICII(Ohlild GT'(JLlllklW,)tCl SClVLiCC!%
APPENDICES
APPENDIX A TANK CLOSURE ASSESSMENT REPORT
APPENDIX B GROUNDWATER AT ANALYTICAL TICAL RESULTS FROM
PRELIMINARY CONTAMINATION ASSESSMENT
APPENDIX C GROUNDWATER ANALYTICAL RESULTS
FROM CONTAMINATION ASSESSMENT
APPENDIX D SLUG `BEST DATA AND CALCULATIONS
APPENDIX E WELL LOGS
v
1
1
' 1.0 INTRODUCTION
' The following Contamination Assessment Report {CAR} has been
prepared by Missimer & Associates, Inc. (M&A) on behalf of the County of
' Monroe to describe the contamination assessment conducted at the
maintenance facility located at Tavernier Key. The report describes the
' conditions which made the assessment necessary, explains the procedures
implemented to assess the contamination caused by fuel discharges, and
' provides an assessment of the extent and degree of contamination present at the
' subject facility.
1
2,0 SITE DESCRIPTION
The Monroe County maintenance facility is located at 186 Key Heights
Drive, Tavernier Key, Florida, in the County of Monroe, section 13, Township 63
South, Range 37 east.
The topography of the site is generally characterized by love relief. Ground
elevation is approximately five feet above sea level. Figure 2.1 shoves a
location map.
The area surrounding the site is characterized by residences and county
buildings. The property extends towards the southwest to Key sleights Drive. To
the east and southeast, the property extends to U.S. highway 1. To the north,
the area is predominantly residential.
The Monroe County maintenance facility has a vehicle repair and a shop
area. For the purpose of refueling county vehicles, the facility maintained both
aboveground diesel and underground gasoline storage tanks. Refer to Figure
2.2 for a site map showing the location of the storage tanks and dispenser
islands.
POOR ORIGINAL
3 p+5 rya. •*7'1f .• '. +• +', ■
s �� \_ hid .• ` � •.• 4pit • `; •'�
r
,. .[:,�_',�• - • ,,; _•' •'Trail ,
-` G• • r
44
dv co
lop
• . = , 4 Snake •• :r• _: ,,
vow
2 SITE
.* } i a
+ w
`_-_ -ram- i +v• J; r.a •► ► j 7 �' '+i1
all,
►, r '�.�_ nor r '. rr'� •• a'
ra-
r, *�� 1.i,ate , • ^w JJ a
•' • �`� Plantation Pt
t • •� � ;
0 c
GuarScr■ '' • , o r
�• •.;. reasure
S y f •.� f.• .. 9AFbor �.
t r 1 I
Walker Bank r' l
� � •.. fir.:►,. �• ,- � 3
s OIL
y y'1 _• 'i r i r , ■
I , ,..... ai■a r f
IAN
• � GN
SCALE 1:24 000
3■ 1 2 0 1 MILE
53 MILS
5 MILS 1D00 0 1000 2000 3000 4000 um 6000 7000 FEET
S 0 •e1•KILOMETER
UTM GRID AND 1988 MAGNETIC NORTH CONTOUR INTERVAL 5 FEET
DECLINATION AT CENTER OF SHEET NATIONAL GEODETIC VERTICAL DATUM OF 1929
. VT?0 EAr.r..XZ .0 9R0U"#,r4r.F)? S.E)?k7CES I iss mer
DRN, BY: DWG h1O/ ME I-619 DATE: 6-I-9 2 �
PROJECT NAME: COUNTY OF MCNROE- FUELING FACILITY NUMBER: M E i-6I9 ASS�CIa�■eS,�I]C.
F•)GURE 2. ) LOCATION MAP
�� I STY.
WOOD
FRAME
BLDG.
I STORY
o: WOOD FRAME
BUILDING
P
0
t ��PO 64L.
yP0 C��C 6�isOt
sr
y
CONC. BLK.
t BLDG. Q,
�v
' FRAME �p
SLOG. Phi
'ppAipr
y�
' Oq
F
LEGEND
1 �
Jr
' SCALES I INCH= 30FEET
.,LPwNYIRONdf�NT�tl "D 6)!?,PbNrPX,4.rSR' 1�iss&imer ORN. BY: MLO DWG N0. M E 1-619 GATE: 5-26- 92
PROJECT NAME: COUNTY OF MONROE-FUELING PAUCITY NUMBER: MEI-619 AssOCiatC3.IIIC.
FfGURE 2.2 SfTE MAP
' 3.0 TANK CLOSURE ASSESSMENT AND INITIAL REMEDIAL ACTION
The County of Monroe retained the services of Environmental, Petroleum
and Rernediation Services, Inc. (EPRS) to perform a Tank Closure Assessment at
' this facility.
' Prior to the tank closure assessment activities, a 4,000 gallon
aboveground diesel storage tank was replaced with a 1,000 gallon aboveground
' diesel tank on June 17, 1991. On July 29, 1991, a 10,000 gallon underground
unleaded gasoline storage tank was replaced with an 8,000 gallon underground
' storage tank.
1 During the assessment, Petroleum Management, Inc. (PMI) pumped a
' total of sixty-five (65) gallons of fuel from the gasoline tank and excavation area.
' EPRS collected soil samples from the gasoline tank excavation area and
from soil borings advanced in the vicinity of the diesel fuel tank.
' Based on the elevated readings detected in the soil samples using an
tOrganic Vapor Analyzer (OVA) and a Photo Ionization Detector (PID),
approximately 70 tons of pea-rock were removed from the gasoline storage tank
' area and stockpiled on visquaen for proper disposal.
' Organic vapor readings from samples obtained from four soil borings
advanced in the diesel tank area revealed elevated hydrocarbon vapors.
1
— 3
' However, soils were not removed, presumably because they were not
excessively contaminated.
Groundwater samples collected, as required by the Florida Department of
' Environmental Regulation (FDER) and stipulated in the Pollutant Storage Tank
Closure Assessment Requirements, revealed that both storage tank areas had
' concentrations of hydrocarbons above State guidelines. Appendix A provides
the Tank Closure Assessment Report prepared by EPRS.
1
1
1
1
1
4
4.0 HYD oG oL GY
.1 Introduction
Dade and Monroe Counties are located at the uth rn t portion of the
Florida peninsula (see Figure i 1). Monroe County is south and vest of Dade
County and includes about 120 miles of small populated islands called the
Florida keys. The major source of potable water for Dade and Monroe Counties
is from the Biscayne Aquifer.
4.2 Aquifer Dcriptin
einer defined an aquifer as a rock formation or stratum that yields water
in sufficient quantity to be of consequence as a source of supply'.
The thickness of the Biscayne Aquifer is greatest along the coast in the
Miami area and northward in the vicinity of Fort Lauderdale, where in places it
exceeds 200 feet. The aquifer decreases In thickness gradually southward from
Miami, and rapidly westward towards the Everglades. It ultimately thins out in
eastern Collier and Monroe counties.
McWeeF,O.F. the ocamronce of groundvmter I1 the Ur1W SIdes.wtth at of p*K** : U.S.G0c.Survey Water goy.Paw
5
A *li
L W
i
i
. I,p
� � r
yr
C3 qw �
UL
OD
z ID I # W
I
a L.I
LIZ lop
Lij
' w LO
The Biscayne aquifer is a single hydrologic unit of permeable materials
predominantly Plio-Pleistocene age. The boundaries of the aquifer} both
horizontally and vertically, are sat not by formation contacts or age restrictions,
but by differences in hydrologic properties. The lowermost sediments of the
aquifer consist of limestone and shelly calcareous sandstones, while the
remaining and major portion of the aquifer is composed of rock of Pleistocene
age. In general, from bottom to top, the major formations include:
Caloosahatehee marl (erosional remnants), Fort Thompson Formation, Key Largo
Limestone, Anastasia Formation, Miami oolite, and Pamlico sand.
In the Florida Keys, corallEne limestone of the Key Largo Ur estone Formation, is
the predominant near-surface rock. It is generally believed that the Key Largo
Limestone is contemporaneous in age to the Miami Limestone which forms the
surface veneer thoughout most of Dade County.
The Floridan Aquifer underlies the Biscayne aquifer. These two 2
aquifers are separated in Dade and Monroe Counties by confining beds of
Miocene age. The Floridan Aquifer consists of approximately 1, og-ft. of artesian
ter-hearing zones ranging in age frorn liocene through M1ddle Eocene age
Meyer, 19 1; Puri and Kinston, 1974).
4.3 Realonal Hydrogeology
In the Florida Keys, the Biscayne Aquifer is approximately 100 f . thick and
consists mainly of Key Largo Limestone. Geologically, the Florida Keys can be
divided into two groups - upper and lover Keys. While the upper Keys, from
6
Solider fey to 131g Pine, consist predominantly of Key Largo Limestone; the lower
Keys, from Big Pine to Key West, are mostly of Miami Limestone.
ydro eolo lcally, the sediments are extremely porous, and water flows
through therm easily. Fresh grater entering the aquifer is rapidly discharged into
surrounding coastal waters. The coastal waters surrounding the Keys intrude
into the Biscayne Aquifer making the grater too safty to be used as a potable
water source.
The aquifer under the Keys can be thought of as a sponge. The volume
f water changes as a result of Breather and tide conditions. When them is
heavy rainfall and low tides the ground is saturated with fresh water. The fresh
water leas is close to the surface, and the net movement of grater is from the
aquifer towards the coast. At times of little rainfall and high tides the reverse
effect occurs.
site Geollow
The uppermost litholo is unit at the site consists of Key Largo Limestone.
The limestone is hard, light grey in color, containing streaks or thin layers of
crystallized calcite. The limestone contains considerable amounts of fine to
medium grained quartz sand and calcareous sand.
Generally the sands fill the solution holes and diminish the permeability of
the sediments. The limestone also includes fragments of marine shell fossils.
7
4,5 $Ite...Hyarollogy
The site is located approximately miles south, and outside of the cone
f influence of the City of Florida City (Florida Keys Aqueduct Authority) water
rellfield. Over 9 % of available potable water is pumped to the keys through an
aqueduct from this wellfield.
Groundwater at the site is classified as GRII1, having a total dissolved solids
(TDS) concentration in excess of 1 tODD mg1l.
Well casing elevations f existing and newly installed monitoring wells were
surveyed by Mark Steven Johnson land Surveyors.
surrey level was used to locate the position of each well, and obtain
accurate well casing elevations relative to an arbitraryon-site benchmark.
Elevations were measured from the northern rim of the well casings and
referenced t the Na1VD'
tional �eodetie ertical a �3 .
The survey data was necessary to determine grater table measurements in
order to ascertain the direction of groundwater flog across the site.
Dater table measurements were taken on April 21, 1992. Table 1 lists the
survey data and crater table elevations. Figure 4.2 shoves a contour a map with
the approxinnate water table elevations for this data.
--
1
' It should be noted, however, as previously cited in section 4.3,
groundwater flow direction fluctuates depending on local rainfall, seasonal
' changes and tidal influences.
1
1
9
' TABLE 1.0
WATER TABtE ELEVATION
' MRIL 21, 1992
A1C31+If1'C�Ali�iti �Il�it+fL3 -
MW-1 8.12 7,90 0.22
M W-2 8.27 8.45 0.22
1JIW-3 8.40 7.89 0.21
' MW-4 8.16 7.96 0.20
M W-5 8.79 8.56 0.23
' M W-6 7.83 7.95 -0.12
MW-7 7.83 7.97 •0.14
t M W-8 8.64 8.38 026
MW-9 8.47 8.25 0.22
MW-10 9.31 9.97 -0.06
' 11AW-11 D 8.49 8.33 N/M
MW-12D 8.33 8.18 N/M
' N/M. NOT MEASURER
V�
o•
ri
000 CAL
"aF
TA)v►r o.2,? ly {/S
f ST Y.
WOOD
■r D
FRAME
BLDG.
�.►��► S O
�.� O
B 1 1
Mw 6 —a�4 --D.12
-B mow? �n
Mw ? Mw-6
C� M 2
°w' yA.,>
•-3
a 24?
M W-9 fORMER P`v
/00,000 GAL.CC Q-
CASOL INC►NC �
P •y usr n, _
5
C'•
Mw- 0 o .
RE)C4
Mw-1�0 II►1w-IO
CONC. BLK. §
BLDG. 006
Q ate
FRAME
BLDG. ¢cl�
t�
A�0 ,Qq� may.
lo�
4r
IN
LEGEND
Q PRE-EXISTING MONITORING WELL
Q EXISTING MONITORING WELL
DEEP MONITORING WELL �
a
0.20 WATER TABLE ELEVATION -FT. �
Illy
�, ya
SG A L E= I INCH: 3O FEET
ZjVUT0jVj jVTd4-Z "T i9)?09jV,0 .4TZh' SM?k7OSS Missimer
DRN. BY: MLO DWG NO. ME I-619 DATE: 5-26- 92 &
PROJECT NAME: COUNTY OF MON ROE-FUELING FACILITY NUMBER: ME I--ral9 ASSOCI8tCS,lne
FIGURE 4.2 WATER TABLE ELEVATION SURFACE MAP
5.0 CONTAMINATION ASSESSMENT ACTIVITIES
In order to implement the assessment a subsurface investigation was
conducted to fully define the extent of contamination created by the gasoline and
diesel MST's. The subsurface investigation included a preliminary analysis of the
groundwater from existing monitoring wells, the installation and advancement of
additional wells and borings, and collection of approxopriate samples from each.
Refer to Figure 5.1 for the location of all monitoring wells, and Figure 5.2 for the
location of soil sampling.
5.1 -Preliminary,Groundwater Contamination Assessment
On March 10, 19921 M&A collected groundwater samples from existing
monitoring wells MW-1, MW-4 and MW-0. During the collection of groundwater
samples, a strong hydrocarbon odor from monitoring wells MW-2 and MIN-5 was
noted. Based on this indication these two monitoring wells were not sampled at
this time, although data was available from previous analyses.
Groundwater samples from monitoring wells MW-1, MW-4 and MW-5 were
collected using a decontaminated teflon bailer, placed in preserved containers,
and kept in a chilled cooler during transport to Voc Analytical Laboratories for
analyses.
The samples were analyzed in order to strategically locate the new
monitoring wells needed to delineate the extent of contamination.
10
PA v
fnR�1ER
4s Gil.
"ov�s STY.
MW-I WOOD
NJ FRAME
BLDG.
I STORY
o:2,r WOOD FRAME
BUILDING
� $ � �� MW_7 Mw-6
MIN-I I D
h�
MIN-3
IR �
M;9 MRMCR :��� 41
Iro G•SDL INC&C usr M Mw-5
w
-4 0
Mw-I v mW-10
CONC. BLK.
BLDG.
FRAME
BLDG. �a
r}
% I
s
�L
1
LEGEND
0 PRE-EXISTING MONITORING WELL
EXISTING MONITORING WELL
DEEP MONITORING WELL
sow
SCA LE: I INCH= 30 FEET
Z)VWj'aNffZNT�Z "D G)?0CjVD 'j4.rZ.T ,►SvERk70S'�S" Missimer
DRN. BY: MLO DWG NO. M E I-619- DATE: 5-26- 92 &
PROJECT NAME: COUNTY OF MON RO E -FUEUNG FACILITY NUMBER: ME I-619 AssOC18tes,lnc.
F)GURE 5. 1 LOCATION OF MONITORING WELLS
IA
t •Ss-11
T-CAR
�,�6�c. T-tort 0 SB-�
' 44acsa SB-2
SB-7� SANK 0 I STY.
RAME
F
T-CAR BLDG.
' SB-3 J I STORY
WOOD FRAME
• BUILDING
T-CAR � P
SCE l i
Avor
0 ff om I.
yP0 Co vssa INf
.S.c,
SC-12 SB-5
CONC. BLK. SC-10
BLDG. Q,
A%Q„p 0v
' FRAME
BLDG. Py
r
F Fir
Fy •i
yFi %
%
t 0,�
f
LEGEND
' A SOIL CUTTING (SC)
• SOIL BORING (SB) j
0 T-CAR SOIL BORING �
' SCALES I INCH= 30 FEET
SNUTOAZZATWL ".0 0)?0t1Ar.0X4.rFR SERMCEYS 1[ias�er
DRN. BY: MLO DWG N0. M E I-619 DATE: 5-26- 92
PROJECT NAME: COUNTY OF MONROE-FUELING FACILITY NUMBER: ME I-619 Assoc1StCS.IDC.
FIGURE 5.2 LOCATIONS OF SOIL CUTTINGS — SOIL BORINGS
The samples were preliminarily analyzed for total Volatile organic
Aromatics (EPA Method 5030 1). The analytical results revealed minimal
contamination from Methyl-tent-butyl-ether MTB , Ethyl benzene and total
ylenes. Appendix B contains the analytical data from the preliminary
groundwater contamination assessment.
5.2 Monitoring.Well helallation
Based on the analytical results from the preliminary contamination
assessment, three shallow monitoring wells, M - , MW-9 and W-1 o, were
installed on March 17, 1992, by Laidlaw Environmental services, Inc.
The monitoring wells were constructed of two inch diameter schedule 40
PC pipe with ten 10 feet of 0.010 inch machine slotted screen using hollow
stern augers, standard well drilling techniques and decontamination procedures.
Following the installation of the well casings, the annular space of the borehole
was backfilled with a coarse grade 20 silica sand filter pack to approximately
two 2 feet above the screened interval. The send pack was then sealed with
layer of bentonite to form a watertight seal. The remaining borehole apace was
filled with neat cement grout to the surface.
on April 7, 1992, two deep wells were installed by Laldlaw Environmental
Services, Inc., following the above described procedure. The monitoring wells,
M W-11 D and M W-12D, were constructed with fire feet of screen and backfiIled
with a sand pack to approximately one, and three feet, respectively, above the
l 1
screened internal. The monitoring wells were properly developed to allow for the
collection of a representative groundwater sample.
*5,3 GrQundwgt@r Qontamination Affesament
The rationale for the placement of the three additional shallow monitoring
wells was to determine the horizontal extent of hydrocarbon contamination
created by the diesel and gasoline storage tanks. The two deep monitoring
wells, one at each source, were intended to determine the vertical extent of
contamination. Figure 5.3 shows the shallow walls construction profile. Figures
5.4 and 5.5 show the deep wells construction profile.
n March 20, 19929 M&A collected groundwater samples from all the
existing and new shallow monitoring wells. On April 21, 1992, groundwater
samples were obtained from the deep monitoring wells.
During both sampling events groundwater was collected after at least
three well volumes es had been purged from each well. Decontaminated t fl n
bailers were used to collect the samples. The samples were subsequently
placed in preserved containers} and Dept in a chilled cooler during transportation
to VOC Analytical Laboratories for analyses. For quality control purposes,
equipment blank samples were also collected,
- Since the facility consisted of two sources of contamination, groundwater
samples were analyzed for the Kerosene and Gasoline Analytical groups in
accordance with chapter 17-770 of the Florida Administrative code (FAC). The
-- 12
FLUSH MOUNT T PROTECTIVE STEEL ASSEMBLY
CONCRETE FINISH
WATER TIGHT LOCKING CRAP
NEAT CEMENT GROUT
FT,
BENT KITE SEAL I FT.
4
* ;
i
•■ r
r ■ ■ *a ■
TOP OF SCREEN
I FT.
WATER TABLE
■ r � r■
•r r
• r �f ■
•
war �
rr• w■�rr �#
` ■r .ram r •
. 1 " SCH PVC SCREEN �.. • .'
r �� •r■
** • •
r
# r �t ■r
i arr i 4.1.
r • arf i
� • �f **
## �F ■ i
r#
i
*r r =! ■* ■ 10 ET,
r ■..wr
r ■•.frr ;
. r �f M■
� •arE •
■4r * #
• # � ;rr
■• � r
r r i
i �Y■
r � �
• * r
� s■
•r � •
•
i
■ • r.� r
r
8 MESH SILICA SAND
■r,
r r ■"F+ •
■ �� ■
r ■
• •
• ■■r
•r• � r
■
CAP BOTTOM i*rr � rr ■ T.D. 17 FT.
� . r
F)WIRO,ffA f.EX.rA L 0 6R! O Uj V,0 0 Ar T.FR S.FR 19C.a.PwS Ifissimer
• �r�
DRN. BY:MLO DWG NO. ME I- r DATE. - --
PI JET NAM—N�----IN -01�E COUNTY OF MO ROE-FUELING F ILITY NUMBER: I E I- 1B ASBDDia , I
fO FFE 5.3 SHALLOW WELL CONSTRUCTION PROFILE : MI - ,, MW- , 8t MW. 1
FLUSH MOUNT PROTECTIVE STEEL ASSEMBLY
CONCRETE FINISH
dp
+i
r
WATER TIGHT LOCKING CAP
NEAT CEMENT GROUT 7 FT.
2"'0 S H. 40 PVC CASING
BENTONITE SEAL 2 F1`.
mw
' # * # +
r#
TOP OF SCREEN
8/20 MESH SILICA SAND � i*•#
• # • #
0.01 "SCH 40 PVC SCREEN
r..'. • F T•
r ate. • •
i fr � •*►
•a * •ram
OAPBOTTOM * i T.D.- 32 FT.
#• i # !#
SNVl)?0jVjVZjVTAZ "T 0)?04(1jVPYATZ)? STTRCES 'Missimer
'm
D N- : r L D NO, EI- 1 - DATE: - -*
_.- PROJECT NAME:COUNTY OF MON ROE F EL I NG FAC ILL T NUMBER: E 1- 1 A7=c
FfGLIRE 5.4 DEEP WELL CONSTRUCTION PROFILE i M W " I I
Fonlosommomdhommumm
FLUSH MOUNT PROTECTIVE STEEL ASSEMBLY
CONCRETE FINISH
' ■ r
■A■
+F� ' r•F
■
i I-r
WATER TIGHT LOCKING CAP
NEAT CEMENT GROUT 27 FT.
2"0 SCH. 40 PVC CASING
+ DENTONITE SEAL AFT.
I
3 F
TOP OF SCREEN
20 MESH SILICA SAND #• .'•.
. I "SCH 40 PVC SCREEN _ •.••
i .++■xrF * FT.
i
• r• rrr *r i
■
r _
�I CAP BOTTOM i#, � :r. T.D. 2 FT.
�IF
.FAlpVjrT0.1VffSAor.rj4L AWD 6R! 0UArPX44TZR SAWP70.FS Missimer
OF N. : IMLO DWG NO, ME -619 DATE: - - 2
PROJECT NAME: COUNTY OF IMONROE-FUELING FACILITY NUMBER: MEI-619 As iat s, l .
FIGURE 5.5 DEEP WELL CONSTRUCTION PROFILE ; W-12 D
groundwater samples from monitoring wells. MW-1, 11 W- , MW- , MW- , 11IIW- ,
MW-9 and W-11 D, were analyzed for the Kerosene Analytical Group which
consists of: Volatile Organic Halocarbons, Volatile Organic Aromatics (EPA
Method 3 21), P lynucl ear Aromatic Hydrocarbons (EPA Method
3 1 2 , 1, 2- ibr rn ethane (EPA Method 504), Total Recoverable
Petroleum Hydrocarbons EPA Method 418.1) and lead EPA Method 239.2).
The Gasoline Analytical Group was analyzed for samples collected from
monitoring cells: 11W-4, MW-5, MW- , MW-10 and 1W-12 . This group consists
f the sane analytical methods previously mentioned with the exception of the
Polynuelear Aromatic Hydrocarbons and Total Recoverable Petroleum
Hydrocarbons T PH . A summary of the groundwater analytical results is
provided in Table 2.0.
The analytical results revealed that only the samples from monitoring wells
IV41f -2 and W-5 previously sampled) have concentrations of Benzene and Total
Volatile Organic Aromatics (VOA's) above permissible levels. Samples from
monitoring well MW-5 have higher concentrations than monitoring well MW-2.
Interpretation of the data reveals that only Methyl-tert+butyl-ether (MT BE) has
reached monitoring ells I'1111I -4, MW-9 and MW-1 .
IVITE is used as an oxygen enhancer in gasoline; its solubility generally
e eeeds that of other organic contaminants. Due to its solubility, it would be
expected to disperse faster and further than other contaminants identified. The
presence of I IT E in low concentrations at monitoring wells W-4, MW-9 and
13
:_ ■ ■ ■ F • r
pp r r
�b at z z z I
J ..J J OC
J o
ac
29
0
0
:. J ■ J ,..J O J ,..I J pJ .J J up� �
lDo
OFV
J ..� J ■..I J ...1 ...1 J J LM 11
co, a a o a a o ospa
E
uIll
J J ■j � J J J rn
op ■.�
MW-1 , as opposed to the high concentrations detected at monitoring wells II W-
and MW-5, suggests the plume has migrated in a south-southeasterly direction.
Concentrations of Total Naphthalenes were above regulatory guidelines In
monitoring well MW-2; lead exceeded the MCL at galls IIIIW-3 and 11W- .
The horizontal extent of groundwater contamination can be defined by two
small contaminant plumes; a plume created by diesel contamination and a plume
created by gasoline contamination. Interpretation of the data suggests that both
plumes have remained in the vicinity of each storage tank dispenser pump with
only MTBE migrating further.
As indicated by the laboratory analysis of groundwater samples from the
veep monitoring walls, J1W-111 D and W-12 , the extent of contamination has
not reached 27 feet below land surface. The deep wells delineate the vertical
extent of contamination.
The groundwater contamination assessment conducted by M A
determined that some hydrocarbon components are above allowable le levels.
However, both sources of contamination have been mated. Figure 5.6 provides
a map with the groundwater concentrations. Appendix c provides the
-� groundwater analytical results,
-- 1
SOL
L
,OW CAL. B D L
"D1175U I aT Y.
JrA#A'
mw_I WOOD
FRAM E
BLDG.
I STORY
FOOD FRAME SDL
BUILDING
o. BOL
0.110
MIRYIAA w-B 4.0
MW- Iw w� 4
L
19 9 L
10 IOW-I I D
.030 uo .
oor
I
0.007 mw—B
4 10
MoffRe&. % NIA `
s /Alf eD
' mw-
0.00U MW-I D mw_I
N C, BLIP. 8DL BQL
BLDG. N
$D� A
FRAME
BLDG.
L E GIVD
PRE-EXISTING MONITORING WELL
EXISTING MONITORING WELL
DEEP MONITORING IN WELL
s BENZENE CONCENTRATION (pq/J)
190 TOTAL OA1s CONCE14. (Aiq )
910 T YAL NAPHTHALENES CONCEN. ()'q 11
0.036 LEAD CONCENTRATION (mg/0
IIDL SEL DETEGTIIIN LIMIT
NVA i NOT ANALYZED
i
ALE, I INCH- FEET
SVT1®r?0jVjVTjVr,,V "D 6R! 0ffAr)7Xr4TSR SZ)?P7CZS Missimer
• MLO DWG N . ME I-619 DATE: 5-26- 9
PROJECT NAMECO U NT Y OF M ON RO E FUELING FAC IL ITY NUMBER. ME I619 Associates,Inc.
FIG 5,.6 EXTENT OF GRDUNDWATERCONTAMINATION
5.4 U1111 ContaminatlQn Assese
In order to define the extent of soil contamination soil samples were
collected from the bcreh les of monitoring wells MW- , MW- , MW-1 , MW-11 D
and MW-1 2D.
Collection of the samples was conducted from the surface to a depth of
eight feat, at two foot intervals at each of the monitoring well locations. soil
cutting location poi nts were labeled S.C- # S.C- 1 S.c-1 1 S.c-11 and S.c-12.
Additionally, three 3 soil borings, S.13-5, S-B-7 and s. -1 1, were
advanced on April 7, 1992, to complete the delineation of soil contamination.
ination.
Samples were collected from the flight auger. Initially, a split-spoon was driven,
but aline to the inability to penetrate the subsurface the remainder of the hole was
rotary drilled. Can Figure 5.2 the sample locations are labeled as stated above.
All soil samples collected by M&A were analyzed in the field using an OVA.
This was accomplished by sampling the headspace of a half-filled sixteen 1 6
ounce soil jar and following the guidelines established by the FIDER for
assessment of petroleum contaminated soils. OVA analysis from soil borings
and soil cuttings obtained during monitoring well installation are presented in
Table 3.
All samples analyzed by M&A indicated minimal or absent hydrocarbon
vapors. Interpretation of the data indicates that the contamination of
hydrocarbons in the soils has been confined to the immediate area surrounding
the diesel and gasoline tank locations.
1
TABLE 3.�
■ TSAR S.R-1 0-2 52
0-4 153
4-6 162
6-6 126
* T-CAR SR-2 0-2 V
2-4 156
4-8 205
6-8 174
i T IR B-3 0-2 12
2-4 158
4-6 353
5-8 36
* T AR5.8-4 0-2 16
2-4 148
4-0 126
6-8 406
- 0-2 M5
2-4 1.0
4-6 1A
4.8 0
2-4 0
4-6 0
6-8 0
S.C-10 0-2 0
2-4 0
4-6 0
6-5 0
S.C-11 0-2 0
2-4 0
4-6 0
6-8
IU
-C.-1 0-7 0
-4 p
4-6 6
6-5 6
5.8-5 0-2 0
-4 0
4-6 0
S,Pi-T 0- 0
-4 0
4-6 2
.Es 11 0-2 0
2-4 0
4-6 0
R[eAdirFg3 of T 4C.w`S R 1 IhrU T 4Car S.9-4 vvefe mrlasteed by a SO. Acc4wdWQ to EPRS.correiffdom preseNed by Ptiotovuc.Inc.at the FT)F-R Slcxage Tank
Armxxd M",Iinq on M4y 2 3.1 L?41 detefr pnicri thaI a FBI❑readings of 55 PPM is oquhaWk to the 50 PPM requited Km It on Ow OVA v4wn anilyz"far cbesel
c+x,tarr��rx;�tion
6,0 SITE AUIR CHARACTERISTICS
n May 11, 1992, a slug test was performed on monitoring wells A1I - ,
W-9 and MW-10 to determine site-specific aquifer characteristics, specifically,
hydraulic conductivity.
y rapidly lowering a solid cylindrical bar, called a slug, down the well, It is
possible to induce the water column to rise initially before equilibrating once
again to static conditions. This method is equivalent to adding a volume of grater
to the well equal to the volume of the slug.
The slug test is performed by quickly withdrawing the slug from the well
and measuring the time required for the water to return to static level.
The rate of well recharge enables the calculations of the hydraulic
conductivity K). Using the Bouwer & Rice Method, the hydraulic conductivity
from 1 -1 0 was calculated to e 1 1. f /day. D ton-sit e technical
difficulties only the data from MW-10 was usable. The data from the other two
ells did not produce technically reliable plots from which an accurate estimate
f the hydraulic conductivity could be established without having to rely on
statistically modified results. Please bear in mind, that if this site is going t
proceed into remediati n, the State of Florida requires that a more reliable
estimate of aquifer properties, such as from an aquifer performance test (APT),
be conducted. The rave data and calculations are included in Appendix D.
Average transrnissivity for the upper 17 feet of the aquifer is 2,582 ft /day
using the equation T = Kb, where b = aquifer thickness. It would be
inappropriate to consider the full thickness of the aquifer, unless the full thickness
of the aquifer was hydr ge l gically similar (homogenous and isotropic) to the
interval tested during the slug test, which it is not.
16
Based on the litholoioal data gathered during the installation of the
monitoring wells, the approximate porosity is estimated to be 0.25. This
conforms to values in the published literature as cited by "Todd.
Using the water elevation data from monitoring wells MW-7 and i W- , the
hydraulic gradient across the site is calculated to be approximately 1 -
f of/foot. Groundwater velocity is estimated by using the following equation:
Vh = KIne
where: Vh = horizontal velocity
hydraulic conductivity
I = hydraulic gradient
n = effective porosity (estimated)
i
1
7.0 CONCLUSIONS
A Tank closure Assessment performed by EPRS at the Monroe county
maintenance facility in Tavernier Key, revealed that both diesel and gasoline
storage tank areas had concentrations of hydrocarbons above state guidelines.
An assessment was initiated by MBA on behalf of the county of Monroe
to determine the extent and degree of hydrocarbon contamination. All work was
performed in accordance with the rules and regulations stated in chapter 17-770
of the Florida Administrative code.
In order to delineate the extent of groundwater contamination fire
monitoring wells were installed, Groundwater samples were collected and
analyzed from all five f the new wells, in addition to the seven preexisting wells.
Soil samples were collected from soil cuttings and from the advancement of three
soil borings. Samples a were analyzed in the field aria an organic Vapor Analyzer
(OVA).
Based on the analytical results, the degree and extent of diesel and
gasoline contamination was determined. The horizontal extant of groundwater
contamination at the diesel storage tank area is confined between monitoring
wells MW-1, MW-8 and MW-9, The horizontal extent of groundwater
contamination from the gasoline storage tank area is confined between
monitoring wells MW-3, MW- , Mw- , MW-7 and I W-1 . The vertical extent of
contamination does not exceed 27 feet below land surface at both storage tank
areas.
it
- 1
The extent of soil contamination was also delineated. At the diesel storage
tank area, contaminated soils are evident according to Ps's Tank Closure
Assessment Report. The extent has been delineated by soil borings s.B-7, S.B
11 and soil cuttings S.C-8 and S.C-11.
At the gasoline storage tank area soil boring S.B-5 and soil cutting s.C-1
tailed to show any soil contamination. It is possible that since soils were
excavated from this area during the Tank Closure Assessment, no remediation is
necessary.
20
i
pR ORIGINAL
RECOMMENDATIONS JUL 1992
DeER. MaMthon,
Given the concentrations of diesel and gasoline components detected at
monitoring galls MW-2 and i - # this Contamination Assessment Report (CAR),
in accordance with the provisions set forth in section 17-770.630 FAC, i
submitted Wth a recommendation for a "Remedial Action Plan" (RAC option.
M A rcc rnr n ic.-, that the excessively contaminated soil in the vicinity of
the former diesel tank excavation be removed d r remediated. Based on the
locations of S -1 through SBA, and their spafisl separation as shown in Figure
5. , it appears the area of excessive soil contamination may cover some 60 feet
by 20 feet. In light of the: fact that excessive soli contamination was found to
depth ot8 feet (Table 1, Appendix A , this mesas 60feet x 20feetx Sfeet
o cubic feet (356 cubic yards) or approximately 480 tons of excessively
contaminated soils should be remodlated.
It is very likely,, however, that at 8 feet below grade the soil is already
belowthe grater table., 18oil removal, if that's the rernediation option, should b
limited solely to the vadose zone, thus reducing the volume of exCOSSively
contaminated soil by more than half or approximately 240 tors.
Provisionally,
t e er dial Action Plan deli n fcr this site wilt include
temporary pump and treat system. Specific details of the RAP will be formulated
in compliance whh schedulesst bli hed in Chapter 17-770.
1
8.0 RECOMMENDATIONS
Given the concentrations of diesel and gasoline components detected at
monitoring wells M -2 and III - # this Contamination Assessment Report (CAR),
in accordance with the provisions set forth in section 17-770.630 F AC, is
submitted with a recommendation for a "Remedial Action Plan" (FLAP) option.
recommends that additional soil testing be conducted in the
immediate vicinity of monitoring wells MW-2 and I W- . In the event the results
indicate the presence of excessively contaminated soils, the soil should be
removed r rern iated ire-situ in order to a lnieve camplian e.
Provisionally, the Remedial Action Plan design for this site will include a
temporary pump and treat system. Specific details of the RAP will be formulated
in compliance with schedules established in Chapter 17-770.
21
t
1
1
1
' APPENDIX A
TANK CLOSURE ASSESSMENT REPORT
1
1
1
1
1
EN"11RONMENTAL
P,67ROL �
REMEDIATION op
SERVICES Inc. ;; two
TANK CLOSE ASSESSMENT REPORT
FOR
` ONROE COUNTY XAINTENANCE FACILITY
' 186 KEY HEIGHTS DRIVE '
' AVERNIER E.EY r FLORIDA
PROJECT # 922321
SUMITTED TO:
FLORIDA DEPARTMENT OF ENVIRONMENTAL REGULATION
1900 So CONGRESS AVENUE r SUITE A
WEST PALM EEACRf FLORIDA 33406
SUBMITTED FOR
R 9 R IX DORE
MONROE COUNTY PUBLIC WORKS DIVISION
ENGINEERING DEPARTENT •
P.D. BOX 1029
KEY NEST, FLORIDA 33040
SUBMITTED BY:
ENVIROMMNTAL, PETROLEUM
AND RE MEDIATION SERVICES, INC*
6555 N o W. 9TH AVENGE, SUITE 201
F T. LAUDERDALEf FLORIDA 33309
(30S) ' -, 1
S EP EMER r 1991
PREPARED BY: REVIEWED BY
CRAIG C. CLEVENGER KELLY So WINSLOW
SYDI OGEDL GIST PROFESSIONAL ENGINEER
-.Braward Palm Beach Cade Otter Areas
1.o INTRODUCTION
Environmental, Petroleum And Remed .at on Sery .ces r Inc. (EPRS)
performed a Tank Closure Assessment at the Monroe County
maintenance facility located at 186 Key Heights Drive, Tavernier,
Florida. A . completed copy of the Florida Department Of
Environmental Regulation (FDER) Closure Assessment Form is provided
as Appendix A. Closure assessment activities were conducted within
the guidelines established in the FDE of , ant or*age.--, err '
r�
tr�e Aeseg■� il;
a -Ber e „ I s, dated May, 1990.
■ r rug■■: rm ■■ r■r+.ruj,�'p
r�■
On July 29, 1991 Don and Sons Equipment Rentals, I nc. removed one
( 1) 10,000 gallon underground unleaded gasoline storage tank. The
tank was replaced with one 1) 8,000 gallon underground unleaded
gasoline storage tank a Prior to the tank closure activit .e's a►
4,000 gallon aboveground diesel fuel storage tank was replaced with
a 1,000 gallon aboveground diesel tank in May, 1991. Although Don .
and Sons did not replace the aboveground tank, they did haul away
both the empty 4,000 gallon and 10,000 gallon tanks. P I was on�
site during the closure and pumped a total. of 65 gallons of liquid
from the underground gasoline tank and the excavation. ' The
disposal manifest for the pump truck activities is provided in
Appendix B. During the excavation an EPRS representative performed
a visual inspection and collected sail and groundwater samples.
A detailed site map is provided as Appendix C.
2 eO Solt ASSESSMENT •
•
As pant of the tank closure assessment EPRS collected soil samples
from the gasoline tank excavation and from soil borings in the
vicinity of the diesel fuel tank. Glass sampling ing jars were half-W
filled with the soil, covered with aluminum foil and allowed to
equilibrate. The hea►dspace of each sample was analyzed in the
field using an organic vapor analyzer (OVA) , the Microtip BLS 200
Photoionira►tion Detector (PID) a Calibration studies (see Appendix
D) , approved by the FDER, of the Microtip PID versus flame
ionization detectors FID document that a PID value of 250 ppm is
equivalent to a FID reading of 500 ppm, which is the prescribed
1-1 --at defining excess gasoline soil contaml.nat ion as regulated by .
Rule 17,-7 .2 2 ) FA * Recent studies, presented by PhotoVac,
Inc. at the FDR Storage Tank Annual Meeting on May 23, 1991, found
that a PID reading of 55 ppm is equivalent to the 50 ppm regulated
limit on a FID when analyzing for diesel, contamination. EPRS used
theOVA/PID reading of 55 ppm as the boundary for excessive soil
contamination ination because diesel was stored n�sit .
Prior to analysis,, the PID was zeroed with the atmosphere and
calibrated using 100 ppm isobutylene gas. A summary of OVA
analysis results are provided in Table 1 . A hard copy of the OVA
readings are provided in Appendix D.
OVA/PID readings on soil samples collected from the gasoline tan]
excavation were all below the 250 ppm 5 0 ppm FID) regulated
limit, but soil samples collected just below the water table
contained elevated OVA levels of 238 ppm. In order to eliminate
a possible source of further groundwater contamination, the soils
containing elevated OVA levels were excavated* Approximately 70
tons of pea--rock were stockpiled on visqueen awaiting disposal..
On July 30, 1991 EPRS supervised the advancement of four soil
borings in the vicinity of the aboveground diesel fuel. tank. The
soil borings were advanced to a depth of eight feet below
grade. Soil samples were collected ever two fe-et using a ,{
split spoon coring deviceo The split spoons were decontaminated
by steam cleaning prior to the advancement of each boring. All
soil samples collected contained elevated hydrocarbon vapors, as
detected with the OVA ' D. Sol samples collected from SS V s 3
and 4 contained the highest OVA P D readings*
.o GROUNDWATER ASSESSMENT -
Upon removal of the underground gasoline storage tank a very light
hydrocarbon sheen was observed on the groundwater table. lqo
corrosion holes were observed on the storage tanks. The
groundwater table was at a depth of approximately eight feet
below grade. Groundwater samples were collected directly from the
excavation, transported to Spectrum Laboratories, and analyzed for
purgeable aromatics using EPA Method 602. Analytical results o
the groundwater samples reported that elevated levels of benzene,
total volatile organic aromatics (VOA) , and methyl tert�butyl. ether
(MTBE) were detected. The concentrations exceeded State guidelines •
for groundwater quality. Analytical results are summarized in
Table 2. Laboratory reports are included in Appendix E.
n July 30, 1991 one 1 monitoring well was installed immediately
south southeast of the aboveground diesel fuel tank. Groundwater
samples were collected from the monitoring well on August 26, 1991 ,
transported to SpectrumLaboratories, and analyzed for p rgeable
aromatics using EPA Method 602, and polynuclear aromatic
hydrocarbons using EPA Method 610. Laboratory analyses detected
elevated levels of benzene, total VOA, M 'EE, total naphthalenes,
and associated polynuclear aromatic hydrocarbons excess of
State guidelines* Analytical results are summarized in Table .
Laboratory reports are provided in Appendix E.
TABLE 1
A ANA
.AIYSIS
&amole Locg:tion Samj!ID ,Readiag,(ip
-.�-•.
GASOLINE...TMK
1
Above Tank 92 15.
Above Tank 93 21A
Above Tank 94 23. 3
West Wall l 96 16 e
West Wall. 97 18.7
North Wall. 98 o,
Worth Wall 99 005
East - Wall 102 5 .5
South Wall 103 6 e 4
Below Tank 104 136.0
Below Tank 15 38.
Below Tank 107 39.8
Below Tank 108 4 . 1
DIE.SELCLOSgM
LB #1
111 52.
4 112 15 .0
4 6 13 16 .
6 `"" 114 1 8 .o
B
" 2 115 175e
4 116 156•
4 - 6 y 117
6 8 118 174 .
B
119 12790
4 120 158•
4 6 121 3 3.
6 8 122 38 .
EB #4
1. 3 126*
4 124 148*
4 6 125 1 6 .
6 8 126 4 6 *0
* ID reading of 250ppm FID reading of 500ppm for ga zol n o
ID reading of 55ppm D reading of 50pp for diesel fuel.
Water table encountered at 8.0 f for grade.
t
TABLE
Sgg�M F GROUIRDWATE&RESM9
BENZENE 14e9 8900
TOLUENE 11*0 2 3.
ETHYL BENZENE B L 2 .
TOTALE24090 0
TOTAL VOA 8 -
T
ARLN NIA 288A
�ME NA HT A N N/A
2.-MET-HXLNMTML9NE N/A 2A.8 z.Q
TOTAL 'W"ST NES 100N/A
f
ANTNRANB 10 N/A 11100
FLOURANTHENE 10 N A •
LURN 10 NIA 3
YRE N 1 A 8 2.
.f
All results are reported in u l
CL = Maximm Couts ant Level allowed is groundwater,
per Chapter l7 mv770.730, .A. o
B L = Below Detectable L t
N/A = Not analyxed for particular parameter*
' 4.0 xEcoMauaArroNs/FOLzOw-vp
' 10 eased on the observations during the tank closure assessment,
specifically the presence of excessively contaminated
groundwater, EPRS has submitted a Discharge Reporting Form
(see Appendix F) to the FDER.
' 2. Per Chapter 17-774, F.A.C. , a Contamination Assessment (CA) .. .
should be initiated within thirty (30) days of receipt of this
t report. The objectives of the GA is to evaluate the extent
of soil and groundwater contamination and to evaluate third
party (offs-site) liabilities.
' 3. Per Chapter 17-770, F.A.C., a Contamination Assessment Report
(CAR must be submitted for review within six (6) months of
initiation of the CA.
1
1
1
1
IMAGE QUALITY
AS YOU REVIEW THE NEXT GROUP OF IMAGES, PLEASE NOTE
THAT THE ORIGINAL DOCUMENTS WERE,OF POOR QUALITY.
� k
Florida DePar yen Environmental Regulation
"� ._:■..,�.�r!�""�,..r._,.,`.�r....
o
Twin rtrs Owe 8 & 0 2WO#1 r Score Road Flom 32399-2400
GE R raw rr
Co 0&0 CKAP
Closure sessmen rn
r rs ofswage tank systems ftl are replacing,removing or c3 ng in place s ora a tanks shall use this form to demnstrate that a storage
system closure nt was performed in accordance with Rule 17-761 cr 17,762,Florida Administrative Code Eligible Early Detection Incen. .
tine(EDt)and I eirmbursernent Program sites do not have to perform a ckmre ent.
Please Print or T pe
Complete All Applicable Blanks
I. Date:
. 'DER Facility 10 Number: -Al 3. County:
• i •
. Facility l ac e: AJr
S. Facility Owner:
--.-M&M f- C.!2 0
5. Facility Address: to �
. Mailino Address: r �' I%
i 1 tone Number:: • Facility Operator; AC. r__sM asNce.
10. Are the Storage Tanks: (Circle ore or both) or Undetgr and
Type of Products Stored: •
12. VWre the Ta k : Cl onesCA._Replac , Removed D. Closed in,Puce D. Upgraded (aboveground tans only)
Number of Tanks Closed, 1 a of Tanks._..A, ,24 , , ■ry,—., .� ^.__.� n
Facility Assessment Information
y
NO
No Applicable
1. Is the facility i to in " Florida Petroleum Liability Insurance amd Restoration Program FPLIPP
. Was a Discharge Reporting Form submitted to the Department?
If yes, When: Where:
. Is the �
depth to round water less than 20 feet?
$�j 0 0 P
. Are monkfing wells ITMater
nt around the Wore a #emIt yes, s �f type. monitoring Vapor monitoring
. Is there free product present in the mNtodng wells or Wthin the excavation?
Were the petroleum rocarbon r levels in the soils realer than SW its per million for gasoline?
Re � � � Pa
Specify umple type, EJ Vapor Monitoring wells C1 Soil sample(s)
.J . Were petroleum 'hydrocarbon � I a# in the moils grealer than parts pef million for diesel1kefosene?
Specify sample : El Vapor Morutwing well C�K
S61 sample(s)
. Were the aniaJYticW laboratory rewits of the ground watef s neater than the allowable state target i s
(See target Wwvft on rewr a side of lhis fora and supply Iabo(atory data sheets)
. If a used oil storage ern did a visual ins lion detect any discolored soil indrating a release's
�4 1Q. Are any potable wells located within 11.4 of a nita radius + the facility?
11. Is there a surtsce watef body within V4 mile radius of thesite? If ye& indicate distance �...'.._..�.�._...�_...�
PSI
+.�..., ..-.-. ft&V6"*1 arr+n'r cwwa Or.�O ...r++Oestal OMWWe Sew.+ r++•'
MOM Ck" �-
/4
12. A did ding Oathtie b y tW�the 08�n kocaSons dr`ar'n ,
WWI ` ft*xM k * #
r
la 9 a Ucifty hiks a grate w*WsMrn#mot has boh pine and sped on siw butt EPA M thod 602 ar4 EPA Me tad
610 mig be p Md on the u)d vmW
14. Am ong c souls r�wd 6pt d pm 4.
9 yes is awmmvd Io any we % a M e 1 • a0M) a sixpecW mkew " be sib kW
to tie Depanmwt Wt n working day.
1 A �d t o rrl'1�r�d ark c be oibmAh d t . � "fr a in o��r yea"10 t w b;MY pro.
gram d+ uldw trod with NN 60 d ft d � or MIN a tw*Wth sn ir0t ffm".
Signamn d Owner !e
9/30le�
+gr ure of ng AsqmaTmw4
i
*a d0arwn 'ng t
State Ground Wat r target Levels That Affect A
Poll"tStorage Tank System Closure Assmment
Ste g W wrier wgo WvEos am as btm
Fvr fir �EPA Mettr 602): 2. For row e$d PA Method 61 :
e, Benme I UQA yd AKS),
� 10�
• juix e
.Total Cyier"
•
eN UgA
Ftw +ITB )
i
■
f
•
a # .
P OLEUM MANAGEMENTv INC*
■
M91 6 w Ila TOMM
COMM FL
44M CW& $40-CW 7
i
NAM
E
A A i�::0
A ,
4< rw. %
.moo
cAsip aim" ♦ MXW44 +
Igo
Q • •ii Pots AM �41
}
Or ZdPI)
■
V. ■
■ r
top
Noll Oo,4w2lf8 MWfmj M A=OWANIID sy"413 V%L
• �` i
F 4 P4NM Of U+ ,+
■
i
F
r +
r
+
i
i
4
•
Wl
LZ
ce
Li
Lai ..
NCO
r
IM
co (n
VIM
cz
;6a:Lj z - ILL.
■
W
CIS
r
IM !
' . u6j
fill
' KEY HEIGHTS RI Mu" '
8 @ &
Photovac HicroTIP Statistical Monitoring Report
■
Averaging Interval: 1 Readings
15 Seconds
Date Time Miry Avg Max Event Status des
9, 91 100 6 0*9 2v3 3s4 091 Ready
0 .0 33.s3 16 Cal
0.5 64 .E 106 Cal
. 0 000 005 Ready
.0: 7 0.0 000 000 Ready
000 0.0 0.0, Ready
Ono 000 0.0 Ready
060 0.0 090 Ready
104*138 OoO 0*0 000 Ready
160 000 0,0 Ready
000 0. 0 090 Ready
000 .0 0.0 Ready .01
10: 9 0.0 0. 0 000 Ready
0.0 000 000 Ready
0.0 2 .9 7. 1 092 Ready
0*4 1 . 15.8 Ready
.0 0,60 0..4 Ready
1 a40 0. 0 005 6.7 9 Ready Q�S bsu=. ]Fua�
�: 9 14. 1 1 A Ready
10: 1 0 o 0 Oe2 009 094 Ready � . Y ■
005 16 .1 Ready
0# 0 1,e2 9o2 Ready
0. 0 000 0.2 Ready
10:42 000 0. 1 0.2 Ready
4 * 0 000 0..3 095 Ready
090 000 0.0 Ready
0. 0 0* 0 000 Ready
.0 000 000 Ready
1 1 : 45 0 .0 060 0110 Ready
0.0 0 # 0 000 Ready
0 .0 040 000 Ready
090 0 A 000 Ready
11 :46 0 .0 000 0.0 Ready
040 000 000 Ready
000 000 000 Ready
0.0 000 000 Ready
11 :47 0.0 0. 0 0.0 Ready
0.0 1 .5 16o5 096 Ready
-iaAIL
0,90 760 1 .7 097 Ready -W_ r, ,.U/ 11 .
060 000 0.0 Ready
0. 0 000 0.10 Ready
11 :48 OvO0.0 0.0 098 Ready _J'J '_� MIA It
• 000 0. Ready
000 000 040 Ready
000 000 000 Ready
- 11: 9 0. 0 000 000 099 Ready
000 060 000 Ready
000 001 095 Ready K -VIA
060 000 0,00 Ready
11 :50 0.0 0410 000 Ready
040 020 0160 Ready
11 :51 0.0 62 A 232 100 Alarm
0.0 1500 217 Alarm
12 : 15 090 000 0 .0 101 Ready
0 8 0 040 0.0 Ready
0 . 0 0 * 0 000 Ready
000 000 060 Ready
: 1 0. 0 000 000 Ready
00 060 000 Ready
000 0 . 0 000 Ready
060 000 0 . 0 Ready
1 : 1 0 .0 000 0. 0 Ready
000 0. 0 0.0 102 Ready
000 28 .5 50*5 Ready
0*0 0161 3o6 Ready
1 : 1 0.0 -2 . 9 6o4 103 Ready F
000 0 . 3 4.9 Ready
0*0 0 . 0 060 Ready
1 : 19 0 .0 70o2 135 104 Ready
040 9 . 7 90. 1 Ready
-!;I PuLA uzif r-
0*0 0 . 0 000 Ready
060 060 0.0 Ready
1 *0 20 0 *0 75. 0 238 105 Alan
40 7 . 0 220 Alamo
.0 0 0 9 4* 6 Ready
14:45 0 *0 0 .0 000 106 Ready
000 000 000 Ready
040 000 000 Ready
0 ,10 0 . 0 060 Ready
14:46 0. 0 000 040 Ready
000 000 000 Ready
0.0 000 0.0 Ready
1 :47 0 . 0 5 .9 39.8 107 Ready
040 15 * 39. 1 Ready
000 000 040 Ready
0. 0 000 000 Ready
146o48 0 * 0 060 000 Ready
. 0 0 . 0 0n0 Ready
Oleo 000 000 Ready
0 . 0 0. 0 0.0 Ready
14: 49 0 * 0 0* 0 040 Ready
0 . 0 0s0 060 Ready
Oleo 000 000 Ready
000 0 . 0 0. 0 Ready
14 :50 0, 0 0 . 0 0.00 beady
000 0 .0 0.0 Ready
. 0 oleo 000 Ready
0 *0 0 . 0 000 Ready
40051 0 . 0 000 .0 Ready
0 . 0 1 . 4 8. 1 108 Readygn
otovac Micro TIP Statiatical Monitoring Report
Averaging Interval: 1 Readings
15 Seconds
Date Time Min Avg MaxEvent Status Notes
1 30j91 13: 11 12e9 38 . 6 52.0 111 Ready �
10. 4 18 . 3 5090 Ready
13 : 12 7 .7 11e3 29 .5 112 Ready
29 .5 58 *4 79 *4 Ready
7 9 . 4 100 11.7 Ready
117 132 145 Ready
13: 13 28. 6 122 153 Ready
13 .2 15 A 28. 6 Ready
2 *2 12 . 9 1494 Ready
11 . 4 2 . 6 l4 e 5 Ready
139614 11 . 6 1909 55. 8 113 Ready
55. 8 105 136 Ready
8 7 .2 146 162 Ready , . ..
16 *2 24 . 3 87.2 Ready
139015 3.5 14 .5 16.2 114 Ready
13 o 5 57 *9 8801 Ready
88. 1 110 124 Ready
1696 2 6 *7 i l l Ready
1 : 16 1 '. 1 16 *2 17. 1 Ready
1 e3 16e7 17. 3 Ready
15,PO 1690 17 A Ready
16,60 2 4 . 3 7 3.0 Ready
13: 17 18 .7 7 0 .2 128 Ready ,.,�A%- ,,.. ,.�
15 .3 16 .4 18.7 Ready
15 .4 16 ,, 3 16m7 Ready
13. 9 14,s5 15.4 Ready
13918 1 e2 16 .5 17.4 Ready
13 . 9 1499 1 .7 Ready
13 : 19 1393 14e6 24. 8 115 Ready
2 4 . 8 142 175 Ready , "
37 . 1 81 A 175 Ready
28,s2 3 7* 0 7.1. Ready
13: 20 22 e 4 25 .5 2 .2 Ready
21 * 1 7 6 . 0 144 116 Ready
46 .5 119 156 Ready _ 7-
34,0 37 . 7 46.5 Ready
26. 9 30 *4 34s0 Ready
13 :21 22 . 6 24 . 7 26. 9 Ready
28 . 7 22 . 1 22.7 Ready
8 . 9 78 . 1 187 117 Ready
49 . 6 156 205 Alarm 63Z: 1-1 w*6
-
33. 5 37 .7 49a6 Ready
2 6 . 3 2 9 .7 33.5 Ready
13:22 21 A 23 *7 26.3 Ready
1.3 :23 20 * 3 39 . 1 121 118 Ready
121 157 174 Ready :SW,.�7 =- 19
6. 8 6 5 . 6 171 Ready
30o9 33 . 6 36.8 Ready
13:2 4 25 . 9 2 8 . 5 30.9 Ready
21 . 9 2 3 A 25.9 119 Ready
21 .7 92 ,93 127 Ready
3 0 *7 41 . 9 102 Ready
13: 25 29 . 3 105 158 120 Ready
7�7-
36a 6 52 . 7 127 Ready WM
t
31 . 1 34. 7 37*0 Ready
r
* 28 . 31 . 1. Ready
13:26 24,o5 2 . 4 2 . 3 121 Read
24 *5 243 353 Alarm
37 . 4 *4 8 .5 Read
32oS 118 382 122 Alarm .
4 . 9 121 382 Alarm
3 2 o 3 , 4 4 8. 9 ReadyMp-
13:27 28 * 1 29 .7 32s6 1 3 Read
28 . 1 9392
126 Ready .
120 Ready
130*28 3 . 9 7 . 1 6895 124 Ready126 148 Ready s
38 .9 7 *2 140 Ready
32 . 6
.2 38,69 Ready
13:29 28 *5 31 *4 46o6 125 Read
12 124 Ready
3 .5 88e6 126 Ready .4.1 ,
9 . 34 *0 38.5 Ready�
31 1 Alarm
41o8 65,95 148 Read
3692 37 . 9 41s8 Ready
31 .7 34. 4 37*4 Ready�
13: 31 �
�993 31.7 Ready
26's 27 . 3 8*2 Read
of 4*01' d—�dft GMMWN� I... vw�ra
i • T�
PH
- ; •.% incorparated
IP
qkm& y n0tv■4, in 10 * A dt w
% Please
t •
VIC y Wilday
`tom� .'� st v n t vet , �",
. - addr� are nit wr�c aa�
■
. NAMO MAL
U4 C
r pjj0T0VAC
rt■'* - 2,5w:3
Deer P=3c, New Yarkll=
o �89 To
0 Dept: (516)254ol2M
em
gle;hcnea (516)Llc441199
Fes; 6) ��
a own
;I.V -C par!; Id
4.
# • -y d • f
4 � "
•
If
+ •,
a� - • i
rt
-air .*• •# r;`i�' '" a•4 � main+ * �� r4MC #
Tz.a.
'q
. • a
tUg
■
VP
a AM rx"aiii mcm to so Sao ?=wm
that .*abed."014"
�Z_ my*be tz b4 3S.'Y' Sml, 2100 Z_vSpw'V0T
�.!
t,• � 7 itLS wans taly
# � # i ,■Twn
tz #
Sam a
ismdl- (2)
tw=
y ; used f t CM= i
(3 a Zeno
3*= with
4 r Icaebatz
■ • * s�
r
+ # rt
# * �
' * a
000
ece
on
of= m '10 rA wm:%M�L with
is t OwAt to on a =%0vi= *
har�
re*=mw:dxtz- or Mi C= be
l am. " % a 1 arm - ,M ���
w'
■ M
f aw # F * ��#'*r •
-� r
4# ■ r `
_ y
y
IL
f
r
i
i
r
Goa E
� ' .
#w
f �
Is
r�
#
•
r'
do
r •
■
•
•
■
•
•
■ it
■
■ T
W
■
F
* ■
4
i
i
•
do
1 i r
■ No"00 do
or
1 :0 .44T 0
4F . + • # • ■ t
i • i 7■■ 41D
•} • * # ■
■ r
■ • O:m dp 0 4w
# r i
■ 'yowl . G : _ # 40dam 10
t #
IR
'* lip I ;
! ** * * a # ■ * # I #
40
• * ; * # • # ■
♦ ! • #
go I
t # • • # A •
4L do
.00 oil
• • Ip • ! • 0 • t * 0 • t ■ i is ■ * ■
• # • • # • • ■
go 9 es
* OEM:
■ . • + # •
*
ID
do
40
di
GOD
Ik
46
qp
MEN" db
k
• y r.
t
■
ii 4 i i
*M 0 +
t # ++ ■ #
lot
4 ■ # +"
do
OP t
lop
45
cz
45
■
in a a an
anownwwwwonow
��ii�i��iEC�i QR wii��
■ ■■wwww��R�w�M��rrw■ ■���r��rer��sw������■�r��■ a■�s��e���s�A� ri��r�
■ mom
■■al iaiiiiuirii� logo iii ■ *=noon NOWINEANNOM�w���■■�■�� HNNOWNWINORKEN
���■■■■as■■■�w�
ii�i�'i■wi�iiiiiioriiowns XWEEN�iiiiiWRI
anownumm
awnwonows i ����■ ■�����:���ww�����*�■■����■��r����■
• • ■■ EX MUNNIMENOWNEEM n EXENUENINUMPIMPIRM010i
iii
■ ■�����■ wNwomon ?�Ci=mom���ir��������■
■�■ wN�■ mow■ ��■■ ����r�����������w���������������r�r������s��r -
■�� r ��?■�C'i��io'�ii�i"ai'i"ERiiiiiiK�iOiiiiiiSii �iiiiiiiii
NNN onannu loom 0 0 MENOUNNERENNESE ENEWINHUNNUMN Ronne Nowwwwwo
tam Mom■ r Naomi no a
� w� ■�R���rw��r��w�ws������rsw�������������e����s��o��ww�ww■
man����rr��r,rM■es■wE�s��Rrr ■����R�r��w�����■■o�_■����w���r ������■r��rw■�■n
iu�i��i�� ��C�iiieiti0�iEiiiiNirOtiiiiiii iiiiiN iIEiaOiiiwiiiir�i�iia�iiia
�� i%�i� ��%ENMMEN no man
MEN nrwmain%i�iiosais%aw�i
�i� i������Mi���imiiiaia��iiiiiiiiii�iiiiiwiii��iiiiiiiiriiiii�iiiwii
■ ■��rw�is■i��i=OAiiAiMiiiXii��i'��wiw?�i�Asw���?iisaiaionisi
��������r�r������A�M�����■■�■wad■�t�t�������■������w���a■w�i[s
� ��������■/R�A��r��■�����AA////�!1/rrf���/��t��������1111111�■
UNME■ ■■�����r�■ ate■�������w�r�����������■�a��� rR� t���������■
" 4bIL
. .. iOiiiiff
�iwiiiii�iii:isiiia�iiRiiis�i�iii:sii�■�i?iii:ii::iii��?�w:ii:
, �
.. ���������r■w��arras����r���s��.����A�■ Nw�ww�w�ww���■����rrnx
�i�iiii�iiiisi���ii�i��iei�ci��w���
rt=Ran ■wwowwwwom�=�ra�NENNOWNEWUNNINEWNE�raN��■7 SUKUw �a� � ���w��s�a���rw��e��wR■
ii■�i'WON iii���i�iii��i,�ii�ii��so
iii'iiiiiiii NMQl►` i�=i�' � iroriw
noose
MENEM nommanow RISEN• man a
■ on otsommoso Nunn��� mop '1112iCiiiiiwaiiiiiiii�i�i�iiii
� N;=i�iwi ?owi=ftQ=iINas an Ri�iwwaiiii�i�iiiar�iiia
■w�� �rtN�sAws��■■t��rr�ts ■����A►rw ��w��■s��ra�r�w�a�� e����
iii iAi '�CiCiOWiww�wiiiiiiiiiN - iirNiiiiNi�Ni►7iiiiii'iiiiiiwwii
as Rosso KNINEENINN I
MINNIXIIIIIEW Noun
01 on 0 winnow MWEINUM all 11
�����rRwew�w�■�s�
noun■ ■�■ ■ ���rr '+ �rw�wwa�:w� r�■ aw����■ ■�����arr�r�rs�� ■ ■w��■
wi��i� i�=i=iiiii am man iiiuiiioiCNeoax �noun
��■
Nun Boom on son
an
Ennsom monswoonew SHEIN 0 Mango N WERNEWEENNSIONIN NOON WALWORM MORMONEW
noun
ieta
�aINKNiEW ■�i i� �� ;il�Rommunwous
a..i�q� log �'i�0�iiiii i?Qi■�iM�eiCIiirEiw�Cii'ari��iA�Cw�w�www�ii� iiisC■�u�
WW L "0100110
■ �'i����CiC��an so N 110ftwonlan WWRIKE was NNEWMINNEME ENNOWN
1�01 Know WE amononomons No go woman
MMEM a so wwwwow HE ENSURE IN Mumma* ownum
INME �Noun •< ■man i������r�■���Miwr�:���M�a��■��owns mulls= ','WKWwaA�wSUM Cwnwr�mamma
■WN��■ raair ■wnsswwa■ •NN■•
� tiea orw s �■rr�� wwwmw►a an
SIMON� am no
� Newman�Ciii�iCir'*i �?�i�is��Q�aiiaa,C�i�
woovow
•
y
in
�i
C i
c c
;wf ' %k6
4
4
r
M
a
w.
jab
i #
r
•
I �
f
- R
no
4
r<
1
AL ,
1
Laboratories, Inc. FORT LAUDERDALE *SAVANNAH
CLIENT E*P*R.S. DATE REPORTED: 8 9 1 , �
SAMPLE LOCATXON TANK EXCAVATION/9 EPA: I FLO95 ,
SAMPLE NUMBER 002-080291 FL DRINKING WATER: 1 86144
DATE RECEIVED 08/02/91 FIB ENVIRONMENTAL: E86006
DATE SAMPLED 2 1 GE R A: ` 828
SAMPLE TYPE WATER SOUTH UARLNA: , 96015
SUB I TT ER PAUL Jo MARAND
'EST RESULTS
PURL AROMATICS EPA 602 POSITIVE
ETH LTERTBUTYLETHER 18 5. /1
TOTAL XYLENES EPA 602 240oO UG/L
IF YOU HAVE ANY QUESTIONS PLEASE CONTACT ME.
DONALD S, MRUDALE, R. PH* .
MICROBIOLOGIST
45 50 N 01x10 Try,,Fl. 4r dal*.FMim.33334*Ph►anc 1301 49I 91■$30 ir01an 31rodlo Sovennah,Ga.31401•Phono 121 23&M
Labor&tows*s, Inc. FORT LA D RDALE • SAVANNAH
-CERTIFICATIONS-
EPA: #]FL095
CLI ENT:E*P* *5./ 3-" 8 2 1 .FL DRINKING TATER O* #86144
SAMPLE:TANK EXCAVATION 912321 FL ENVIRONMENTAL: #E86006
DATA FILE: 8 50 : OD4 GA # 828
DATE ANALYZED: 8/05/ 12I:55 SC w i5
1ILUTION FACTOR: 1,00000
ZPA ME=QQ
CONCENTRATION *MDL
tAS No. PARAMETER /1) (UV
-43-2 BENZENE I . (0*20)
8-90—s7 C LRBE ENE o. (0*20)
omw —DICLRENE oleo (0*20)
1� 3—1 m-D CHL R EN ENE o. % (0,a20
1 — —7 �D C L R ENZErE o•o 0. 2
0-41-1 ETLENENE oleo (0. 20)
18�88--3 TOLIJENE 1160 (0,011)
do
ACTUAL DETECTION LIMIT METHOD DETECTION LIMIT x DILUTION FACTOR
value of 060 EMDL (BELOW METHOD DETECTION LIMIT)
LA
E Ab HI SC Chemist
4550 N.01sle Hwy.,Ft. Laudoidale.Fla.33334*Phone:(305)491 91*630 Inawn street,sevennan, Ga.31401• F%ono 1 3 SM
IMAGE QUALITY
AS YOU REVIEW THE NEXT GROUP OF IMAGES, PLEASE NOTE
THAT THE ORIGINAL DOCUMENTS WERE OF POOR QUALITY.
•rt
R
#w 1
* 1&0 • �
■
IP
Vp
Cb
U9 Ns
■
■
w
:.
CPO
.. `
14
LU
lb
t■ F
Fi
r
,.
�■ r
r
sir"{ � .
r4WD •,1*f•
P END ON Tfllll 111111 Ilill 1111
Latoratorles,Inc. FORT LAUDERDALE SAVANNAH
CLIENT EPRS DATE REP R 'ED: 1 91, .
SAMPLE LOCATION I 1. EPA O FLO95
SAMPLE NUMBER 022-opOS2691 FIB DRINKING WAFER* ` 86144
DATE RECEIVED 08/26/91 FL ENVIRONMENTAL: I E86006
DATE SAMPLED 08/26/91 GEC A: 1 828
SAMPLE TYPE WATER SOUTH CAR L NA 96015
SUBMITTER PAUL MARANDO
`ES ' RESULTS
EPA 610 POSITIVE
PRO AROMATICS EPA 602 POSITIVE
TOTAL XYLENES EPA 602 408sO UG/L
MEfiN 'DER BUTYETHER . 1. . 1
IF U HAVE ANY QUESTIONS PLEASE CONTACT NEE.
DONALD S. MCC MCCO DALE, JRm PH.O.
MICROBIOLOGIST
4550 N.Dix$*Hwy., F#. Laudsf0sl#, FIA.333U PhCWW )491-48 l•GM indioA sitooi.savennsti.GdL 31401* Priom 23 SW
WIPECI n
Labora orl a, Inc. FORT LAUDERDALE •SAVANNAH
dw CERT I I CAT I D TS-a
EPA: #FL095
CLIENT:E.Pe R o S 9/022,m*082691 FL DRINKING WAFER: #8 614
SAMPLE**912321 FLU ENVIRONMENTAL: E 8 6 O
DATA FILE** 2 9 0 6: :DB GA # 828
DATE ANALYZED. 8 29/91 15:58 SC # 96015
11LUTIONFACTOR-OR lo00000
IN!,& M=Q12 6.02 Emri-E&ILE 0RQ&Hjr*S
CONCENTRATION MDL
I[As o* PARAMETER /1) (Ug/1
4 —2 BENZENE 8900 (Oo2O)
CHLORDSEN EE *O (Om 2 0)
— —1 o—DIC LOROBE r E r O. (0*20)
— �I e-D1CNLORO E ZENE . % .20
16— 6-- --DIC LOROBENZ NE 000 O. O
0-m4la-lETHYLBENZENE 126,oO (0*20)
2081-88o-3 TOLUENE 223oO (0011)
ACTUAL DETECTION LIMIT METHOD DETECTION LIMIT x DILUTION FACTOR
value BMDL (BELOW METHOD DETECTION LIMIT)
ALBERT CASIELtANOS Chemist
4550 N. 010o Hwy..Ft.Laudar+dal#, Fla.33334 PWno.M 4014491*&V Indl4on SIF961.Savannah,Go, 31401•Phon# t .04W
Poil 11 1
E,11,,.I,
Laboratorlos, Inc. FORT LAUD R AL SAVANNAH
ik
-CERTI F1C %.
EPA: � 5
CLI ENT: ,P e e l . � L DRf RKING WATER: 14
SAMPLE: 12 3 21 FL N I CNHEN 'AL: #186006
DATA FIDE: R 1 A: :D 3 C�Aw 2
DATE ANALYZED: 8 29 91 1 : 0 SC* 96015
LUTI ON FACTOR: 2a00000
CONCENTRATION XDL
CAS NO. PARAMETER /1 1 r
8 3�3 2-9 ACENAPHTI-ENE 000 0050
08 m-9 �8 ACENAPHTH LENE 0. 0 0.50
120a-12a-7 ANTI RACERE 111.0 1000
5 m-55-3 BEN O a ANTH A EI E 040 1000
50-32�8 BENO a PYRENE 0. 2.00
2 0 5--9 -2 BEN 0 b ILUORANTHENE 0.0 1,m25
9lo-2 ~2 BEN O I PER LENE 000 2 .50
2 7�0 8 o- EE 0 CRANTRENE 0.0 1 *2 5
218-01--9 CHR S N 000 2.50
53--70-32 DIBENZC CENE 000 1000
2 0 -- -m 0 FL GRAN HE E 7 e 0 1000
86w-73�7 F LUO E E 3 .4 0050
19 3-3 --5 IND N0 1 2 3-�c PYRENE 000 0*50
91�20-�3 NAPHI` L kk 288-m 0 01650
5-o O �8 PHENJ NTHREI E 0.0 1.0 0
1.2 -00�0 PYRENE 82 v 0 1000
1," iETHYLNAPHTHALENE 2 9 3.0 0450
2�METHYLNAPHT IALENE 2 8.0 0 0 50
MDL METHOD DETECTION LIMIT -- -Is actually MDL DILUTION FACTOR*
do
eis
am Pon it `
FloridaDepartmentEnvironmental Regulation
Twin Vywm CWWc Bldg. o UL&Saxw Med 0 WWusftcm SoefAft 3 99- 0
• C"
Discha e Reporting Formt ft .
form to notify Me Deparmard of rm*mrvnenW Regidaon of: '
esuft cif ! k gghuwa tas r ow eweed all r blo erarro vein ten days of re"pl of tesi teak
P`etrcle n ee lour on sum as
in� 1 � . 6+0 F Z w0 n ore w xw de d&scavery.
Hmr substar a�ICL r�la"f a ar app ab*repoftble Quaftfift es bl' d in 17.7 1.4M FAQ, ritNn
one working day of tie wry.
WoNn one worWno day of of�Ct Ad aaea�rrd b : a aaed mated substances or��e di,�o�versd in
ft surrotirrr area. b and unex1plainW stage system op
MRAN mo*061V mwft from a leek dstecUon meMod •
orfroma tarn�r+e . .1a ttw fir. e a role a nw he#*cowredo at d ar tank owing raw to#or wft d SW gallons
or k%s, a ee ng ten gaAor per eWy tee or*e gaft waged oww tdur ra"testa.
#
Mal ic the DER Cigft Ofte in your tuna lamed on ft ors side d t b
PLEASE PFUN T OR JOYPE .
Oornplete eJtW. MINblanks
DER Facifity 10 Number.. . Tank Number. Sr Date.
Facility Name: I 1b H rac. A_jk. 'a J�-g C% 41 A&0 A* �041X 4C •1
•
Fa lity Owrwer or Openitor. jM&c.= .. 01xill"Ite%
i F�ity Address: - !
s
Telephorwe lumber. jil A County:
MaiUng Addras : 1. 33 6
Date of apt c test muM or discovery. OF lot q- t I r rnonthldaytrear
Method of MW dr�scor ry. nine one fy)
A. Liquid a or mangy - Emptying and Ir p� r L F. Vapor or s+ble of a scharge in the vicinity.
w Vapor detector a or rrwLnuaQ E. I prof. G. Closure: =onwL Ck-lu-ttAicumelexplain)
O. %htnew test and Vround tames oroy, H. der;
. Estmted runber d gtkm diecharge(j:
What part of age "em has Wad circle al! VW apply) A. pew EL Pipe Q F`�ttir . Tank . Unks' w
. Type of ra Mated u diadvned* ino one)
A. kukded-widi . vehicu d*eW a Ali hazardous subsume kx�udes die ammo■_
R unleaded a nni nn has 1. orir►e rrd d � arr� r herni a AtsM
Urvies CAS number)
. j t fuel . nrMub od Z. oft( wfft in nme)
1 ak cir+cla an that appy)
. Unkrown C Loose connecton E. Punmm G. SOU I. der (specify)
` w' 0. Corrosion F. lnsW40w failure H. Overfdl
t Typa of financial responsibility. crrc le one)
A. Third party insurance pr ►nded by the state insurance contwor' Not ppl aU4/
a. Son-insurance pursuant to Chaoter 1 * +Fi i 4 None �10141,r
12. Irc Oft bast of mrf knowl9dge and belief all Intannadon s bA h%od an # le form Is tm*, accu ta, and complete.
Pnnted Marne of Owner, Operator or Author ewd l e reaw utnm Sigrwature d Owner, Operator or Authoiama epresentative
1
1
1
' APPENDIX B
GROUNDWATER ANALYTICAL RESULTS FROM
' PRELIMINARY CONTAMINATION ASSESSMENT
1
t
1
r� F� ,
fir•��. `* .
•
i
Bent , 7M r
lent ame,MI S M R AND ASSOCIATES-1 L I C, ' Pace: I
ddre s: 14750 NW 77 AVE SUITE 110 Date: �1 1992
MIAIMI,FL 33016 Log : 1534- 1
Sample Des ipt r *MI S S IM R AND ASSOCIATES Label:M + 4
M 1dft 19 MONROB COUNTY. PUBLIC Date Sampled: 0 / 0/9
TARTIR KEY Date Received: 03/11/92
GROUNDWATER ANALYSIS Co 11 ected By;CLI ENT
Detection Extr. Anal
larameter Result Units Method Limit Date Date Analyst
lOA in Water Ug/1 5 30/80 1 03/11/92 03/11/92 GP
en ene BDL g/1 503 1 095 03/11/9 03/11/92T G
hloro en e e BDL rig/1 503 /8021 0, 5 03/11/9 03/11/9 G
O, 2, -Dichlorobenzene BDL /1 5030/8021 Oe5 03/11/ 2 . 0 3/11 G
l ene BDL Ug/1 5030 80 1 0. 5 03/11/9 03/11/92 GP
TBE 6e2 tag/ 30/ G 1 *5 03/1.1/9 03/11/92 G
Ethyl Benzene .5 tag/1 5 30/ 0 1 0. 5 03/11/92 03/11/92 GP
1tal Xylenes 2e3 Ug/1 5030/80 1 0s 5 03/11/9 03/11/92 G
,3-Dichlorobenzene BDL ug/1 • 5030/802 0. 5 03/11/92 03/11/92 G
1, 4-Diohloro en ene BDL Ug/1 5030/80 1 Oe5 03/11/9 03/11/92 G
BDL Below Detection Limits
All analyses were performed using EPA, ASTMF USGS, or 8t ndar M thuds
IOMPQAP 9ft-037 �G
RS #86240 Re t y S i ed,
SLAB HRSJ 8 12 , 8 610 9 , E86048
e ]pass
L t ry Director
1534q-1
1
lient 1:47M
lient Name:MISSrMER AND ASSOCIATES Page: 1
ddress: 14750 NW 77 AVE SUITE 110 Aate:03-16-1992
MIAMY,FL 33016 Log #: 1534-2 . .
Sample Description:MTSSIMER AND ASSOCIATES Labe1:MW-6
' .ME1-619 MONROE COUNTY PUBLIC Date Sampled: 03/10/92
TAVERNIER KEY Date Received: 03/11/92
GROUNDWATER ANALYSIS Collected By:CLIENT
Detection Extr. Anal
larameter Result Units Method Limit Date pate Analyst
lOA in Water ug/1 5030/8021 03/11/92 03/11/92 , GP
enzene BDL ug/1 5030/8021 0. 5 03/11/92 03/12/92 GP
ChYorobenzene BDL ug/1 5030/8021 0.5 03/11/92 03/11/92 GP
(,2,--Dichlorobenzene BDL ug/1 5030/8021 0.5 03/11/92 03/11/92 GP
oluene BDL ug/1 5030/8021 Q.5 03/11/92 03/11/92 GP
TBE BDL ug/1 5030/8021 Q.5 03/11/92 03/11/92 GP
tthyl Benzene BDL ug/1 5030/8021 0.5 03J11/92 03/11/92 GP
ptal Xylenes 1.0 ug/1 5030/8021 d.5 03/11/92 03/11/92 GP
, 3-Dichlorobenzene BDL ug/1 5030/8021 0.5 03/11/92 03/11/92 GP
1,4-Dich7.orobenzene BDL ug/1 5030/8021 0.5 03/11/92 03/11/92 GP
BDL Below Detection Limits
All analyses were performed using EPA, ASTM, USGS, or Sta r4d Methods
kOMPQAP 90-0376-G
RS #86240 R ull fitted,
UB HRSJ 86122, 86109, E86048
f re Glass
' b ra. ory Director
1534-2
1
1
1
1
lient ,#: 47M
lient Name:MISSIMER AND ASSOCIATES Page: 1
ddress: 14750 NW 77 AVE SUITE 110 Date:03-16-1992
MIAMI,FL - 33016 Log 0: 1534-3 . .
. Sample Description:MISSIMER AND ASSOCIATES Label:MW-1
' ME1-619 MONROE COUNTY PUBLIC Date Sampled: 03/10/92
TAVERNIER KEY Date Received: 43/11/92
GROUNDWATER ANALYSIS Collected By:CLIENT
Detection Extr. Anal
tarameter Result Units Method Limit Date Date Analyst ,
tOA in Water ug/1 5030/8021 03/11/92 03/11/92. GP
enzene BDL ug/1 5030/8021. 0.5 03/11/92 03/11/92 GP
Chlorobenzene BDL ug/1 5030/8021 0.5 03/11/92 03/11/92 GP
, 2, -Dichlorobenxene BDL ug/1 5030/8021 0. 5 03/11/92 03/11/92 GP
oluene BDL ug/1 5030/6021 0.5 03/11/92 03/11/92 GP
TBE BDL ug/1 5030/8021 0.5 03/11/92 43/11/92 GP
thyl Benzene BDL ug/1 5030/8021 0,5 03/11/92 03/11/92 GP
otal Xylenes 1. 3 ugJ1 5030/8021 0.5 03/11/92 03/11/92 GP
, 3-Dichlorobenzene BDL ug/1 5030/8021 O.S 03/11/92 03/11/92 GP
1, 4WDich].orobenzene BDL ugfl 5030/8021 0.5 03/11/92 03/11/92 GP
BDL Below Detection Limits
All analyses were performed using EPA, ASTM, USGS, or Standa7.,.,
Methods
kOMPQAP �` 94--0376-G0 RS ,�86240 s ec lly S � ad,
UB HRS�` 86122, 86149 , E86048
Je ey S Gl ss
' L o a or Director
1534-3
1
. 1
1
M16
"W low
Qj
•
11111W #� 0 d dk* r
AL
•
dmo
PEPF
Aft
rt iF% A *
y
q r
lei
drw
ftp
rA
PI
cl
4.%\
t
# ,
4
,.�
�.,..
r t
10
PlOF
+
q"p lb
ro
.01
x ,.1
+
�r
r
ffl+ {
1
1
1
1
1
' APPENDIX C
GROUNDWATER ANALYTICAL RESULTS
' FROM CONTAMINATION ASSESSMENT
1
1
1
1
1
1
• HAR 3 0 'di � .,
dI
Ar,rtar 40 to
'4 �
LI ENT
ADDRESS: MISSIMER AND ASSOCIATES Ei PAGE: 1 50 KW '7 SUITE 110 DATE: 03-250-1992
MIAMI LAKES L 33016 LOG 1: 1595IIm'I ;
ATTN: 1 S D D DUQUE
SAMPLE DESCRIPTION: 1 I5SI ER AND ASS �iTE LABEL** � 1
iE1- 19 DATE SAMPLED: 3/2 0/9 2
MO ROECO* PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER A' ER ANALYSIS COLLECTED B' : LIE T
4 Detection Extro Anal . ,
Parameter Result - Units Method Limit Date Date Analyst,
EPA 8021 in water uc /1 5030/8021 03/23/92 03/23/92 GP
Bromodichloromethane BDL u /1 5030/8021 0#5 03/23/92 03/23/92 GP
Bromo orm BDL u l 5030/8021 0.5 03/23/92 03/23/92 GP
ror ometh ne BDL u /1 5030/8021 0#5 03/23/92 03/23/92 GP
Carbon Tetrachloride ' BDL u /1 5030/8021 0.5 03/23/92 03/23/92 GP
hl.oroethane BDL u /1 5030/8021 0 o 5 03/23/92 03/23/92 GP
2-Gh 1 o oethy li nyl ether BDL u i 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroform BDL u 5030/8021 0v 5 03/2 /92 0323/92 GP
hl oromethane BDL u /1 5030/8021 0*5 03/23/92 03/23/92 GP
,Dibrom ohlorometha a BDL uc l 5030/8021 OoS 03/23/92 03/23/92 GP
1, 2-Diohloro en e e BDL u /1 503018021 0.5 03/23/92 03/23/92 GP
3*-Diohloroben ene BDL u /l 5030/8021 0. 5 03/23/92 03/23/92 GP
1, -Di hlorohen ene BDL uc /1 5030/802 0* 5 03/23/92 03/23/92 GP
Diohloro lu romethane BDL ug l 5030/8021 0. 5 03/23/92 03/23/92 GP
hloro en ene BDL * ug l 5030/8021 0. 5 03/23/92 03/23/92 GP
Vinyl Chloride BDL u /1 5030/ 021 0. 5 03/23/92 03/23/92 GP
1, 1--Diohlorothae BDL ug/1 5030/ 021 0. 5 03/2392 03/23/92 GP
1, 2-Diohloroehane BDL u1 5030/ 021 0.5 03/23/92 03/23/92 GP
1, 1-D ohloroethene BDL u /1 5030/8021 0*5 03/23/92 03/23/92 GP
Trams--1, 2ft-Di hlo e h ne BDL u /1 5030/8021 0o5 03/23/92 03/23/92 GP
1, 2-- iohloro ropane BDL a /1 5030/8021 095 3/23/92 03/2 /92 GP
Cis-1, 3--Dichloro ropane BDL a /1 5030/8021 0e 5 03/23/92 03/23/92 GP
Trans--1: 3�Dichlor proper BDL uc /1 5030/8021 0* 5 03/23/92 03/23/92 GP
Methylene Chloride BDL u /1 5030/8021 0 w 5 03/23/92 03/23/92 GP
1, 1, 2 , 2- T raohloro t an BDL u /l 5030/8021 0 v 5 03/23/92 03/23/92 GP
Tetraohloroethene BDL 1 5030/8021 *5 03/23/92 03/23/92 GIP
1, 1 , 1--Tri hlorFoetha a BDL tag/1 503 /8021 Ov5 03/23/92 03/23/92 GIP
1, 1, 2-T iohl oe ha a BDL u /1 5030/8021 0* 5 03/23/92 03/23/92 GP
Tri hlor aethene BDL uc /1 5030/8021 0*5 03/23/92 03/23/92 GP
i Trichloro luo 'ometha a BDL u /1 5030/8021 0 . 5 03/23/92 03/23/92 GP
Benzene BDL u /i 5030/ 021 0. 5 03/23/ 2 03/23/92 GP
Toluene BDL u /1 5030/8021 0e5 03/23/92 03/23/92 GP
MTBE BDL u /1 5030/8021 0 . 5 03/23/92 03/23/92 GP
Ethyl Benzene BDL u l 5030/8021 0 . 5 03/23/92 03/23/92 P
'dotal Xylenes BDL uc /1 5030/8021 0 * 5 03/23/92 03/23/92 GP
\+" it �I {M s � •• +F, * i'
t
1
CLIENT 47M
ADDRESS: MYSSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT, SUITE 110 DATE: 43-25-1992
MIAMI LAKES, FL 33016 LOG #: 1595-1
ATTN; ISIDRO DUQIIE '
'SAMPLE DESCRIPTION: MISSIMFR AND ASSOCIATE LABEL: MW 1 .
ME1--619 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23j92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extra Anal.
'Parameter Result Units Method Limit Date Date .Analyst
EPA 610 in Water ug/1 3510/8270 03/25/92 03/25/92 MF
'Naphthalene BDL ug/2 3510/8270 2.4 03/25/92 03/25/92 MF
Acenaphthylgne BDL ug/1 3510/8270 2.0 03/25/92 03/25/92 MF
Acenaphthene BDL ug/1 3510/8270 2.0 03/25/92 03/25/92 MF
Fluorene BDL ug/1 3510/8270 2.0 03/25/92 43/25/92 MF
Phenanthrene BDL uq/1 3510/8270 2.0 03/25/92 03J25/92 MF
Anthracene BDL ug/1 3514j8270 2.0 03/25/92 03/25/92 MF
iFluoranthene BDL ug/1 3514/8274 2.0 03/25/92 03/25/92 MF
Pyrene BDL ug/1 3510/8270 2.0 03/25/92 03J25/92 MF
Benzo (A) Anthracene BDL ugJl 3510/8270 3.0 03/25/92 03/25J92 MF
Chrysene BDL ug/1 3510/8270 3.5 03/25/92 43/25/92 MF.
lBenzc (L) Fluoranthene BDL ug/1 3510/8270 3 .5 03/25/92 03/25j92 MF
Benzo (K) Fluoranthene BDL ug/1 3510/8270 3.5 03/25J92 03/25/92 MF
Benno (A) Pyrene BDL ug/1 3510J8270 3 .0 03/25/92 03J25J92 Mr
' Indeno-(1,2,3,-CD) Pyrene BDL ug/], 3510/8270 4.0 03125/92 03/25/92 MF
Dibenzo (A,H) Anthracene BDL ug/1 3510j8270 4.0 03J25/92 03/25/92 MF
Dibenzo (G,H,I) Perylene BDL ug/1 3510/8270 6.0 03/25/92 03/25/92 14F
! 1-Methyl Naphthalene BDL ug/1 3510/8270 2.0 03j25/92 03/28/92 'MF
2-Methyl Naphthalene BDL ug/1 3510/8270 2 .0 03/25/92 03/25J92 MF
EDB BDL ugJY 504 0.42 03/24/92 03/24/92 FY
TRPH BDL mg/1 418.1 2.0 03/23/94 03/24/92 JV
Lead BDL mgJl 239.2 0.045 03/23/94 03/24192 JK
* BDL Below Detection Limits
' All analyses were performed using EPA, ASTM, USGS, or S n rd Methods
' QAP I 90-0376G es f ubmitted,
HRS 1 86356,86240
SUS HRS# 861220 $6109 , E86048
' J S. Glass
a ory Director
1 1595-1
1.
'CLIENT #` 47M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE. 03-26-1992.
MIAMI LAKES, FL 33016 LOG 0: 1595-2
ATTN: ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 2
ME1-619 DATE SAMPLED: 03/20/92
' MQNROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED HY:CLIENT
Detection Extr. Anal .
Parameter Result Units Method Limit Data Date Analyst
'EPA 8021 in water ug/1 5030/8021 03/23/92 03/23/92 GP
Brcmodichloromethane BDL ug/1 5030/8021 5. 0 03/23/92 03/23/92 GP
Bromoform BDL ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
Bromomethane BDL ug/1 5034/8021 5. 0 03/23/92 03/23/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 5. 0 03/23/92 03/23/92 GP
Chloraethane BDL ug/1 5034/8021 5.0 03/23/92 03/23/92 GP
`2 Ch2oroethylvinyl ether BDL ugJl 5030/8021 5.0 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5030/8021 5. 0 03/23/92 03/23/92 GP
Chloromethane BDL ug/1 5030/8021 5. 0 03/23J92 03/23/92 GP
Dibromochloromethane BDL ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
'1,2-Dichlorobenzene BDL ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
113-Dichl.orobenzene BDL ug/1 5030/8021 5. 0 03/23/92 03/23/92 GP
1,4-Dichlorobenzene BDL ug/1 5030/8021 5. 0 03/23/92 03/23/92 GP
Dichlorofluoromethane BDL ug/1 5030/8021 5.0 03/23/92 03J23/92 GP
Chlorobenzene BDL ug/], 5030/8021 5.4 03/23/92 03/23/92 GP
Vinyl Chloride BDL ug/1 5430/8021 5.0 03/23/92 03/23/92 GP
11,1-Dichloroethane BDL ug/1 5030/8021 5. 4 03/23/92 03/23/92 'GP
1,2-Dichloroethane BDL ug/1 5030/8021 5. 0 03/23J92 03/23/92 GP
1,1-Dichloroethene BDL ug/1 5030/8021 5. 0 03/23J92 03/23/92 GP '
Trans-1, 2-Dichloroetbene BDL ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
,1,2-Dichloropropane BDL ug/1 5030/8021 S.0 03/23/92 03J23%92 GP
Cis-1, 3-Dichloropropane BDL ug/1 5030/8021 5.0 43/23/92 03/23/92 GP
Trans-1,3--Dichloropropen BDL ug/1 5030J8021 5.4 03/23/92 03/23/92 GP
'Methylene Chloride BDL ug/1 5030/8021 5.4 03/23f92 03/23/92 GP
1, 1, 2 ,2-Tetrachloraethan BDL ug/1 5030/8021 5.0 03/23J92 03/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
11,1, 1-oTrichloroethane BDL ug/1 5030/8021 5.Q 03/23/92 03/23/92 GP
1,1, 2-Trichloroethane BDL ug/1 5034/8421 5.0 43/23/92 03/23/92 GP
Trichloroethene BDL ug/]. 5030/8021 5.0 03/23/92 03/23/92 GP
Trichlvrofluoromethane BDL ug/1 5430/8021 5.0 03/23/92 03/23/92 GP
'Benzene 38.0 ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
Toluene 8 .50 ug/1 5430/8021 5.0 03/23/92 43/23/92 GP
MTBE 81. 0 ug/1 5030/8021 5.0 03/23/92 43/23/92 GP
Ethyl Benzene 1900 ug/1 5030/8021 5.0 03/23/92 03/23/92 GP
-- Total Xylehes 125. 0 ug/1 5030/8021 5.0 03J23/92 03/23/92 GP
1
CLIENT 47M
t ADDRESS: MYSSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT. SUITE 114 DATE: 03-26-1992
MIAMI LAKES, FL 33416 LOG f: 1595�2
ATTN: ISIDRO DUQUE
t SAMPLE DESCRIPTION: MISSYMER AND ASSOCIATE LABEL: MW 2
ME1-619 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVE: 03/23/92
' GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal
Parameter Result Units Method Limit Date Data . Analyst
EPA 610 in water ug/1 3510/8270 03/26/92 03/26/92 GP
' Naphthalene 230 ug/1 3510/8270 20.0 03/26/92 03/26/92 GP
Acenaphthylene 24.0 ug/1 3510/8274 20.0 03/26/92 03/26/92 GP -
Acenaphthene 40 ug/1 3510/8270 20.0 03/26/92 03/26/92 GP
' Fluarene 38 ug/1 3510J8270 20,0 03/26/92 03J26/92 GP
Phenanthrene BDL ug/1 3510/8270 20.0 03/26/92 03/26/92 GP
Anthracene BDL ug/1 3510/8270 20.0 03/26/92 03/26/92 GP
' Fluoranthene BDL ug/1 3514/8270 24.0 03/26/92 03/26/92 GP
Pyrene BDL ug/1 3510/8270 20.4 03/26/92 03f26/92 GP
Benzo (A) Anthracene BDL ug/1 3510/8270 30.0 03/26/92 43/26/92 GP
Chrysene BDL ug/1 3510/8270 35.0 03/25/92 03/26/92 GP -
' Benzo (L) Fluoranthene BDL ug/1 3510/8274 35.0 03/26/92 03/26/92 GP
Henzo (I{} Fluoranthene BDL ug/1 3510/8270 35,4 03/26/92 03/26/92 GP
Benno (A) Pyrene BDL ug/1 3510/8270 30. 0 03/25/92 03/26/92 GP
' Tndeno-(1, 2, 3,-CD)Pyrene BDL uq/1 3510/8270 40. 0 03/26/92 03/26/92 GP
Dibenza (A,H) Anthracene BDL ug/1 3514/8270 40. 0 03/26/92 03/26/92 GP
Dibenzo (G,H, I) Perylene BDL ug/1 3510/8270 60.0 03/26/92 03/26/92 GP
' 1-Methyl Naphthalene 280 ug/1 3514/8270 20,0 03/25/92 03/26/92 GP
2-Methyl Naphthalene 400 ug/1 3514/8270 20. 4 03/26/92 03/26/92 GP
EOB BDL ug/I 504 0.02 03/24/92 03/24J92 FY
TRPH 420.0 mg/1 418 .1 2.0 03/23/92 03/24/92 LTV
Lead 0.038 mg/1 239 .2 0. 005 03/23/92 03/24/92 JK
* BDL Below Detection Limits
A11 analyses were performed using EPA, ASTM, USGS, , ar Standard Methods
QAP I 90-0376G R p ull mitted,
HRS # 86356,86240
SUB HRSJ $6222, 86109, E8604$
y S. "Glass
r I ry Director
— 1595-2
a
1
CLIENT I 47M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992
' MIAMI LAKES, FL 33016 LOG 1: 1595-3
ATTN: ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 3
ME1-619 DATE SAMPLED: 03/20/92
MONROE C4. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED $Y:CLIENT
tDetection Extr. Anal
Parameter Result Units Method Limit Date Date Analyst
IEPA 8021 in water ug/1 5030/8021 03/23/92 03/23/92 GP
Bromodichloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Bromoform BDL ug/1 5030/8021 Q.5 03/23/92 43J23/92 GP
'Bromomethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroethane BDI, ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
2-Chloroethylviny3 ether BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
chloroform BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chlorometh8rie BDL ug/1 5034/8021 0.5 03/23/92 03/23/92 GP
' Dibramochloramethane BDL ug/1 5030/8021 O.5 03/23/92 03/23/92 GP
1,2-Dichlorobenzene BDL ug/1 5030/6021 0.5 03/23/92 03/23/92 GP
1,3-pichlorobenzene BDL ug/1 5030/8021 0.5 43f23j92 03/23/92 GP
1,4-Dichlorobenzene BDL. ug/1 5034/8021 0.5 03/23/92 03/23/92 GP
' bichlorofluoromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chlorobenzene BDL ug/1 5030/8021 0.5 03/23/92 03J23/92 GP
Vinyl Chloride BDL ug/1' 5030J8021 0.5 03/23/92 03/23/92 .GP
' 1, 1--Dichloroethane BDL ug/1 5034/8021 0.5 03/23/92 03/23/92 GP
1,2--Dichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1, 1--Dichloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
' Trans-1,2w*Dichloroethene BDL ugjl 5030J8021 0t5 03J23/92 43/23192 GP
1,2-Dichloropropane BDL ug/1 5430/8021 0.5 03/23/92 03/23/92 GP
Cis-1, 3-Dichloropropane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Trans--1,3-Dichlarapropen BDL ug/1 5030/8021 0. 5 03/23J92 03/23/92 GP
tMethylene Chloride BDL ugJl 5030/8021 0.5 03/23/92 03/23/92 GP
1,1,2, 2-Tetrach].oroethan BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 0.5 03/23J92 03/23/92 GP
' l, l, l-Trichloroethane BDL ug/1 5030/8421 Q.5 03/23/92 03/23/92 GP
1,1, 2--Trichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Trichloroethene BDL ug/1 5030/8421 0.5 03/23/92 03/23/92 GP
Trichlarofluoromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Benzene BDL ug/1 5030/8021 0.5 03/23/92 03f23/92 GP
Toluene BDL ug/1 5030/8021 0.5 03J23/92 03/23/92 GP
MTBE BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Ethyl Benzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Total Xylenes BDL ugjl 5430/8021 0.5 03/23/92 03/23/92 GP
CLIENT 47M
' ADDRESS: MISSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992
MIAMT LAKES, FL 33016 LOG J: 1595-3 , .• .
ATTN: ISIDRO DUQUE
' SAMPLE DESCRIPTION: MYSSIMER AND ASSOCIATE LABEL: MW 3
MEl-619 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr, Anal
Parameter Result Units Method Limit Date Date ' Analyst
' EPA 610 in water ug/1 3510/8270 03/25/92 03/26/92 MF
Naphthalene BDL ug/1 3510/8270 2. 0 03/25/92 03/26/92 MF
Acenaphthylene BDL ug/1 3514/8270 2. O 03/25/92 03/26/92 MF '
Acenaphthene BDL uq/1 3510/8274 2.0 03/25/92 03/26/92 MF
' Fluorene ,y BDL ug/1 3514/8270 2.0 43/25/92 03/26J92 MF
Phenanthrene BDL ug/1 3510/8270 2. Q 03/25/92 03/26/92 MF
Anthracene BDL ug/1 3510/8270 2. 0 03/25/92 03/26/92 MF
Fluoranthene BDL ug/1 3510/8270 2. 0 03/25/92 03/26/92 MF
Pyrene BDL ug/1 3514/8270 2. O 03/25/92 03/26/92 MF
Benzo (A) Anthracene BDL ug/1 3510/8270 3. 0 03/25/92 03/26/92 MF
' Chrysene BDL ug/1 3510/8270 3 . 5 03/25/92 03/26/92 MF -
Benzo (L) Fluoranthene BDL ug/}. 3510/8270 3 . 5 03/25/92 03/26/92 MF
Benno (K) Fluoranthene BDL ug/1 3510/8270 3 . 5 03/25/92 03/25/92 MF
Benno (A) Pyrene BDL uq/1 3510/8270 3 . 0 03/25/92 03/25/92 MF
' Indeno- (1., 2 ,3,1w-CD)Pyrene BDL ug/1 3510/8270 4. 0 03/25J92 03/25/92 MF
Dibenzo (A,H) Anthracene BDL ug/1 3510/8270 4.0 03/25/92 03/25/92 MF
Dibenzo (G,H,I) Perylene BDL ug/1 3510/8270 6.0. 03/25/92 03/26/92 . MF
1-Methyl Naphthalene BDL ug/1 3510/$274 2. 0 03/25/92 03/26/92 MF
2-Methyl Naphthalene BDL ug/1 3510/8270 2. 0 03/25/92 03/26/92 MF
EDB BDL ug/1 504 0. 02 03/24/92 03/24/92 FY
' TRPH BDL mg/1 418.1 2 . 0 03/23/92 03/24/92 JV
Lead 0.220 mg/1 239.2 0. 445 03/23/92 03/24/92 JK
* BDL = Below Detection Limits
All analyses were performed using EPA, ASTM, USGS, or Standard Methods
' QAP 90-0376G fu ubmitted,
HRS 86356,86240
SUB HRSJ $6122, 86109 , E86048
' f S, Glass
tort' Director
1
1595-3
t
�LIENT a7M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 03-26-19.92
' MIAMI LAKES, FL 33016 LOG 0: 1595-4
ATTN; ISrDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 4
ME1-619 DATE SAMPLED: 03/20J92
MONROE CD. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
' Detection Extr. Anal '
Parameter Result Units Method Limit Date Date Analyst
IEPA 8021 in Water ugJl 5030/8021 03/23/92 03/23/92 GP
Bromodichloromethane BDL ug/1 5030/8021 0.5 03/23/92 43/23/92 GP
iBromoform BDL ug/1 5030/8021 0.5 03/23/92 43/23/92 GP
Bromomethane BDL ug/1 5030/8421 0.5 03/23/92 03J23/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroethane BDL ug/1 5030/8021 0.5 03/23J92 03/23/92 GP
i2-Chloroethylvi.nyl ether BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloromethane BDL ug/1 5430/8421 4.5 03/23/92 03/23/92 GP .
'Dibromochloromethane BDL ug/1 5030/8021 0.5 03J23/92 03/23/92 GP
1, 2-Di chlorobenzene BDL ug/]. 5434/8021 0.5 03/23/92 03/23/92 GP
1, 3-Di.chlorobenzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1, 4-Dichlorobenzene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
IDichlorofluoromethane BDL ug/1 5030/8021 0.5 03/23192 03/23/92 GP
Chlorobenzene BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
Vinyl Chloride BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 -GP
11, 1-Dichloroethane BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
1,2-Dichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,1-Dichloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
'Trams-1,2-Dichloroethene BDL ug/1 5030/8023. 095 03/23/92 03/23/92 GP
1,2--Dich`loropropane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Cis-1,3-Dichloropropane BDL ug/1 5034/8021 0.5 03/23/92 03/23/92 GP
'Txans-113-Dichlorapropen BDL ug/], 5030/8021 0.5 03/23/92 03/23/92 GP
Methylene Chloride BDL ug/1 5030/8021 0:5 03/23/92 03/23/92 GP
1, 1,2,2-Tetrach1oroethan BDL uq/1 5030/8021 0.5 03/23/92 03/23/92 GP
Tetrachloroethene BDL ug/1 5430/8421 0.5 03/23/92 03/23/92 GP
'1, 1, 1-Trichloroethane BDL ug/1 5030/8021 0:5 03/23/92 03/23/92 GP
1, 1,2-Trichloreethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Txichlaroethene BDL ug/1 5030/8021 0,5 03/23/92 03/23/92 GP
'Trichl4rofluoromethane BDL ug/1 5030J8021 0.5 03/23/92 03/23/92 GP
Benzene BDL ugjl 5030/8021 0.5 03/23/92 03/23/92 GP
Toluene BDL ug/1. 5030/8021 0.5 03/23/92 03/23/92 GP
'MTBE 2.5 uq/1 5030/8021 4.5 03/23/92 03/23j92 GP
Ethyl Benzene BDL ugJl 5030/8021 Q. 5 03/23/42 03/23/92 GP
Tota]. Xylenes BDL ug/1 5030/8021 0.5 03/23/92 03/23f92 GP
CLIENT 47M
ADDRESS: MI SIMR AND ASSOCIATES PAGE: 2 +
14750 XW 77 CT* SUITE 110 DATE: a- �19 9
IMI LAKES, FL 33016 LOG q-4
ATTN: ISIDRO DU UE
SAMPLE DESCRIPTION: MISSIME.R AND ASSOCIATE LABEL: MW 4
1 1� 1 , DATE SAMPLED to2
MONROE CDm PUBLIC WORKS DATE RECEIVED: 2 9
GROUNDWATER ANALYSIS COLLECTED :CLIENT
Detection Extr.. Anal
Parameter Result Units Method Limit Date Date 4nalyst
EDS BDL u l 504 24 9 4 9
Lead i 2 9. . 0 92 4 9 JX
DL Below Detection Limits
All analyses were er o me using EPA, A TM, USOS f or Stand rd Methods
AP 90-m-0376G R p ct i mitted,
HRS 86356, 4
SUB HRS# 86122r 861090 E86048
a
e e S Glass
y Director
� 9 �4
'CLIENT # 47M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 43-26-19.92
MIAMI LAKES, FL 330].6 r LOG 1: 1595-5
ATTN: ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 5
ME1-619 DATE SAMPLED: 03/20/92
' MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
' Detection Extr, Anal
Parameter Result Units Method Limit Date Date Analyst
' EPA 8021 in Water ug/1 5030/$021 03/25/92 03/25/92 GP
Bromodichloromethane BDL ug/1 5030j8021 50 03/25/92 03/25/92 GP
8romoform BDL ug/1 5030/8021 50 03/25J92 03/25/92 GP
' Bromomethane BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP
Carbon Tetrachloride BDL ug/1 5034/8021 50 03/25/92 03/25/92 GP
Chloroethane BDL ug/1 5030/8023. 50 03/25/92 03/25j92 GP
' 2-Chloroethylvinyl ether BDL uq/1 5030/8421 50 03/25/92 03/25/92 GP
Chloroform BDL ug/]. 5030J8021 50 03/25/92 03/25/92 GP
Chloromethane BDL ug/1 5030/8021 50 03/25/92 43/25/92 GP
Di.bromoch].oromethane BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP '
' 1,2-Dichlorobenzene BDL ug/1 5030/8421 50 03/25/92 03/25/92 GP
1,3-Dichlorobenzene BDL ugJ1 5030/8021 50 03/25/92 03/25/92 GP
1,4-Dichlorobenzene BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP
' Dichlorofluoromethane BDL ug/1 5430/8021 50 03/25/92 03/25/92 GP
Chlorobenzene BDL ug/1 5030/8021 50 03/25j92 03/25J92 GP
Vinyl Chloride BDL ug/1 5030/8021 50 03/25/92 03/25/92 . GP
1, 1-Dichloroethane BDL ugJl 5030/8021 50 03/25/92 03/25/92 GP
1, 2-Dichlorvethane BDL ug/1 5830/8021 50 03/25/92 03/25j92 GP
l, l-Dichloroethene BDL ug/1 5830/8021 50 03/25/92 03/25/92 GP
' Trans-1, 2-Dichloroethene BDL ug/1 5030/8021 50 03f25J92 03/25/92 GP
1, 2-Dichloropropane BDL ug/1 5030J8021 50 03/25/92 03/25/92 GP
Cis-1, 3-Dichloropropane BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP
Trans-1, 3-Dichloropropen BDL ug/1 5030/8021 50 03/25J92 03/25/92 GP
Methylene Chloride BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP
1,1, 2,2-Tetrach1oroethan BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP
Tetrachloroethene BDL ug/]. 5030/8021 50 03/25/92 03/25/92 GP
' 1, 1, 1-Trichloroethane BDL ug/1 5030/8421 50 03/25/92 03/25j92 GP
1, 1, 2-Trichlcroethane BDL ugJ]. 5038/8021 50 03/25/92 03/25/92 GP
Trichloroethene BDL ugJ1 5030/8021 50 03/25/92 03/25/92 GP
' Trichlorofluoromethane BDL ug/1 5030/8021 50 03/25/92 03/25/92 GP
Benzene 210 ug/1 5030/8021 50 03/25/92 03/25/92 GP
Toluene 254 ug/1 5030/8021 50 03/25/92 03/25/92 GP
MTBE 1440 ug/1 5030/8021 50 03/25/92 03/25J92 GP
' Ethyl Benzene 610 ug/1 5030J8021 50 03/25/92 43/25/92 GP
Total Xylenes 850 ug/1 5030/8421 50 43/25/92 03/25/92 GP
CLIENT ,
ADDRESS: M BSIiER AND ASSOCIATES PAGE
14750 NW 77 CT. SUITE 110 DATE: 03wm26-1992
ATTN: ISIDRo DUQUE
SAMPLE DESCRIPTION: l ISSIMER AND ASSOCIATE LABEL: MW
El-619 DATE SAMPLED: o 2 92
MONROE C09 PUBLIC WORKS DATE RECEIVED: /23 9
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection E tr. Anal
Parameter Result Units Method Limit Date Date .Analyst
EDB BDLu 1 504 o 2 03/24/92 FY
Dead BDL m 39.2 o. o 03 2 /9 03/24/92 JK
DL Below Detection Limits
All analyses were performed using EPA, A T , USGS, or Sta ard Methods
QAP I 90-0376G SP 1 mtte ,
HR8 j 86356g86240
SUB HRSJ 86122 , 86109, E 6 48
r y lass
t ry Director
19 �
1
1
'CLIENT 0 47M
ADDRESS: MISSYMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992 .
' MIAMY LAKES, FL 33016 LOG 1: 1595-6
ATTN: ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 6
' MEN,-619 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
' Detection Extr. Anal
Parameter Result Units Method Limit Date Date Analyst
EPA 8021 in water ug/1 5030/8023. 03/23/92 03/23/92 GP .
Bromodichloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
'Bromoform BDL .ug/]. 5030/8021 8.5 03/23/92 03/23/92 GP
Bromomethane BDL Ug/1 . 5030f8021 8.5 03/23/92 03/23/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 03/23J92 03/23/42 GP
Chloroethane BDL ug/1 5030/8021 8.5 03/23/92 03/23/92 GP
' 2-Chloroethylvinyl ether BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5830/8021 0.5 03/23/92 03/23/92 GP
Chloromethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP -
Dibramochlaromethane BDL ug/1 5430/8021 0.5 03j23/92 03/23/92 GP
1, 2-Dichlorobenzene BDL ug/1 5430/8021 0.5 03/23/92 03/23/92 GP
1,3--Dichlorobenzene BDL ug/1 5030/8021 0.5 03/23/92 43/23/92 GP
Il.,a--Dichlorobenzene BDL ug/1 5034/8021 0.5 03/23/92 03/23/92 GP
Dichlorofluoromethane BDL ug/1 5030/$021 0.5 03/23/92 43/23/92 GP
Ch].orobenzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Vinyl Chloride BDL ug/1 5430/8021 0. 5 03/23/92 03/23/92 GP
' 1, 1--Dichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1, 2-Dichlaroethane BDL ug/1 5430/8021 0.5 03/23/92 03/23/92 GP
1, 1-Dichloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
'Trans-1,2-Dichloroethene BDL ug/1 5030/8021 Q.5 03/23/92 03/23%92 GP
1,2-Dichloropropane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Cis--1, 3-Dichloropropane BDL ug/1 5030/8421 0.5 43/23/92 03/23J92 GP
iTrans-1, 3-Dichloropropen BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Methylene Chloride BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1, 1, 2 , 2-Tetrachloroethan BDL ug/15030/8021 0. 5 03/23/92 03/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 4. 5 43/23/92 03/23/92 GP
' 111, 1-Trichloroethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
1, 1, 2-Trichloroethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Trichloroethene BDL ug/]. 5030/8021 0.5 03/23/92 03/23/92 GP
'Trichlorofluoromethane BDL ug/1 5030/8021. Q.5 03/23/92 03/23/92 GP
Benzene BDL uq/1 5030/8021 0.5 03/23/92 03/23/92 GP
Toluene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
MTBE BDL Ug/1 5030/$027. 0.5 03/23/92 03/23/92 GP
Ethyl Benzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Total Xylenes BDL ug/1 5030/8021 0.5 43/23/92 03/23/92 GP
1 �
CLIENT , 4 l M
ADDRESS: MISS iER AND ASSOCIATES PAGE
47 NW 77 CAI'a SUITE 110 DATE: 3. 2 -199
MIAMI LhKES, FL 33016 LOG , 15 �6 F '
A TN: ISIDRO DUQUE
ISAMPLE DESCR T DN; MISSII ER AND ASSOCIATE LABEL: l W
ME16.0619 DATE SAMPLED** 03/20/92
MO ROE CO* PUBLIC WORKS DATE RECEIVED oe /2 3/9
GROUNDWATER ANALYSIS COLLECTED B :CLINT
Detection Extr, Anal
IParameter Result Units Method Limit Date 'Date -Analyst
EDB BDL • g/1 504 0v02 03/24/92 / 9 - '
Leach D. -mg/ 239o2 0a005 3 3 92 03/24/92 JX
BDL Below Detection Limits
All analyses were performed using ERA, ASTMI USGS, or Stead d Methods
1QAP 0 90--.0376G SP C tteI
HRS # 86356,86240
SUB HRS# 86122, 86109, E8604
S Glass
o e o Director
19 -m
1
1
'CLIENT 47M
ADDRESS; MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992 -
' MIAMI LAKES, FL 33016 LAG #: 1595-7
ATTN: TSIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 7
' ME1-619 DATE SAMPLED: 03/20/92
MONROE CO* PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
' Detection Extr. Anal
Parameter Result Units Method Limit Date Date Analyst
IEPA sozi in water uq/1 5030/8021 03J23/92 03/23/92 GP
Bromodichloromethane BDL ugJ1 5034/8021 0.5 03/23/92 03/23/92 GP
IBromoform BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Bromomethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23J92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 p. 5 03/23/92 03/23/92 GP
Chloroethane BDL ug/1 5030f8021 0.5 03/23/92 03/23/92 GP
l
2-Chloroethylvinyl ether BDL ug/3 5030/8421 0.5 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5030/8021 0. 5 03/23/92 , 03/23/92 GP
Chloromethane BDL ug/1 5030/8021 0. 5 03/23J92 03/23/92 GP
'Dibromochloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,2-Dichlorobenzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,3-Dichlorobenzene BDL ug/1 5030/8021 O. a 03J23/92 03/23/92 GP
I1,4--Dichlorobenzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Dichlorofluoromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chlarobenzene BDL ug/1 5030/8021 095 43/23/92 03/23/92 GP
Vinyl Chloride BDL uq/1 5030/8021 0.5 03/23/92 03/23/92 GP
'1, 1-Dichloroethane BDL ug/1 5030/8021 O.S 03/23/92 03/23/92 GP
1,2--Dichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23f92 GP
1,1-Dichloroethene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
1Transo-1, 24-Dichloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,2-Dichloropropane BDL ug/1 5030/8021 0.8 03/23/92 03J23j92 GP
Cis--1, 3-Diehloropropane BDL ug/1 5030/8021 0.5 03/23/92 03J23/92 GP
iTrans-1,3-Dichloropropen BDL ug/1 5030/8021 O.a 03/23/92 03/23/92 GP
Methylene Chloride BDL ugJl 5030/8021 0.5 03/23/92 03/23/92 GP
1, 1, 2, 2-Tetrachlaroethan BDL ug/1 . 5430/8421 0. 5 03/23/92 03/23/92 GP
Tetrachloroethene BDL ugjl 5030/8021 O. S 03/23/92 03/23J92 GP .
'1, 1, 1-Trichloroethane BDL ugJl 5030/8021 0,5 03/23/92 03/23/92 GP
1, I, 2-Trichloroethane BDL ug/1 5030/8021 0.5 03J23/92 03/23/92 GP
Trichloroethene BDL ug/1 5030/8021 0.5 43/23/92 03/23/92 GP
l
Trichlorofluoromethane BDL ug/1 5030/8021 0.5 03/23j92 03/23/92 GP
Benzene BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
Toluene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
IMTBE BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Ethyl Benzene BDL ug/1 5030/8421 0.5 03/23/92 03j23/92 GP
Total Xylenes BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1
1
1
1
CLIENT I 4 7M
'ADDRESS: MISSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992
MIAMI LAKES FL 33026 LOG #: 1595-7 .
ATTN: ISiDRO OU4UE
' SAMPLE DESCRIPTION: MISSIMER AND, ASSOCIATE LABEL: MW 7
ME1-61.9 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVED; 03/23/92
' GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal
' Parameter Result Units Method Limit Date Date . Analyst
' EDB BDL ug/1 504 0.42 03/24/92 03/24/92 .FY
Lead 0. 110 fig/1 239.2 0.005 03/23/92 03/24/92 JK
EPA 610 in water ug/1 3510/8270 03/25/92 03/26/92 MF
Naphthalene ' BDL ug/1 3510/8270 2.0 03/25/92 03/25/92 MF
' Acenaphthylene BDL ug/1 3510/8270 2.0 03/25/92 03/25/92 MF
Acenaphthene BDL ug/]. 3510/8270 2. Q 03/25/92 03/26/92 MF
Fluorene BDL ug/1 3510/8270 2.0 03/25/92 03/25/92 MF
' Phenanthrene BDL ug/1 3510/8270 2.0 43/25/92 03/26/92 MF
Anthracene BDL ug/1 35I.0/8270 2.0 03/25/92 03/26/92 MF
Fluoranthene BDL ug/1 3510/8270 2.0 43/25/92 03/26/92 •MF
' Pyrene BDL ug/1 3510/8270 2.0 03/25/92 03/26/92 MF
Henzo (A) Anthracene BDL ug/1 3510/8270 3.0 03/25/92 03/26/92 MF
Chrysene BDL ug/1 3510/8270 3.5 03/25/92 03/26/92 MF
Benno (L) Fluoranthene BDL ug/1 3510/8270 3.5 03/25/92 03/26/92 MF
' Benno (K) Fluoranthene BDL ug/1 3510/8270 3. 5 03/25/92 03/26/92 MF
Benno (A) Pyrene BDL ug/1 3510/8270 3. 0 03/25/92 03f26/92 MF
Indeno-(1,2 , 3,-CD) Pyrene BDL ug/1 3510/8270 4. 0 03/25/92 03/26/92 MF
' Dibenzo (A,H) Anthracene BDL ug/1 3510/8270 4. 0 03/25/92 03/26/92 MF
Dibenzo (G,H,I) Perylene BDL uq/1 3530/8270 6.0 03/25/92 03f26/92 MF
1-Methyl Naphthalene BDL ug/1 3510/8270 2.0 03/25J92 03/26/92 MF
2-Methyl. Naphthalene BDL ug/1 3510/8270 2.0 03/25j92 03/25/92 MF
TRPH BDL mg/1 418. 1 2.0 43/23/92 03/24/92 JV
* BDL Below Detection Limits
' All analyses were performed using EPA, ASTM, USGS, or Stan �d ethods
' QAP # 90-0376G as e t ally S ted,
HRS 86356,86240
SUB HRSJ 861221 86109, E86048
J r Glass
r t ry Director
- 1595-7
1
'CLIENT 47M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992 -
' MIAMI LAKES, FL 33016 LOG #: 15954-8
ATTN: ISIDRb DUQUE
SAMPLE DESCRIPTIOPI: MISSIMER AND ASSOCIATE LABEL: MW 8
MEN-619 DATE SAMPLED: 03/20/92
' MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal
Parameter Result Units Method Limit Date Date Analyst
IEPA 8021 in water ug/I 5030/8021 43/23/92 03/23/92 GP
Bromodichloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Bromoform BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
l
Bromomethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Carbon Tetrachloride BDL 'ugJ1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
2-Chlorosthylvinyl ether BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5030/8021 0.5 03/23/92 03/23J92 GP
Chloromethane BDL ug/2 5030/8021 0.5 03/23/92 03/23/92 GP
IDibromochloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,2-Dichlorobenzene BDL ug/1 5030/8021. 0.5 03/23/92 03/23J92 GP
1,3-Dichlorobenzene BDL ug/1 5030/8421 0.5 03/23/92 03J23/92 GP
1,4-Dichlorobenzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Dichlorofluoromethane BDL ug/l 5030/8021 0.5 03/23/92 03/23/92 GP
Chlorobenzene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Vinyl Chloride BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
1,1-Dichloroethane BDL ugjl 5030/8021 0. 5 03/23/92 03/23/92 GP
1,2-Dichloraethane BDL ug/1 5430/8021 Q.5 03/23/92 03/23/92 GP
1 ,1-Dichloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
'Trans--1, 2-Dichloroethene BDL ug/2 5030/8021 o.5 03/23/92 03/23/92 GP
1,2-Dichloropropane BDL ug/1 5030/8021 0. 5 43/23/92 03/23/92 GP
Cis-1, 3-Dichloropropane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Trans-1,3-Dichloropropen BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
'Methylene Chloride BDL uq/1 5030/8021 0.5 03/23/92 03J23/92 GP
1,1,2,2-Tetrachloroethan BDL ug/1 5030/8021 Q. 5 03/23/92 03/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
' 1, 1, 1--Trichloraethane BDL ug/1 5030/8021 0.5 03J23/92 03/23/92 GP
1,1, 2-Trich7.oroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Trichloroethene BDL ug/1 5030/8021 0.5 03J23/92 03/23/92 GP
Trichlorofluaromethane BDL ug/1 5030/8021 O. 5 03J23/92 03/23/92 GP
Benzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Toluene BDL ug/1 5030/8021 0.5 03J23J92 03J23J92 GP
- MTSE BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Ethyl Benzene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Total Xylenes BDL ug/1 5030/8421 0,5 03J23/92 03/23/92 GP
1
CLIENT 47M
'ADDRESS: MISSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992
MIAMI LAKES, FL 33016 LOG #`: 1595-$
ATTN: ISIDRO DUQUE
'SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 8
ME1-519 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23J92
' GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal
,Parameter Result Units Method Limit Date Date -Analyst
EDB BDL ug/1 504 0.02 03/24/92 03/24/92 FY
'Lead BDL mg/1 239.2 0.005 03/23/92 03J24/92 JK
EPA 610 in water ug/1 3510/8270 03/25/92 03/26/92 MF '
Naphthalene BDL ug/1 3510f8270 2.0 03/25/92 03/26/92 MF
lAcenaphthylene BDL ug/1 3510/8270 2 .0 03/25/92 03/25/92 MF
Acenaphthene BDL ug/1 3510/8278 2 .4 03/25/92 03/26/92 MF
Fluarene BDL ugjl 3510/8270 2.0 03/25/92 03/26/92 MF
'Phenanthrene BDL , ug/1 3510/8270 2.8 03/25/92 03/26/92 MF
Anthracene BDL ug/1 3510J8274 2.0 03/25/92 03/26/92 MF
Fluoranthene BDL ug/1 3514/8270 2 .0 03J25/92 03/26/92 MF
Pyrene BDL ug/1 3510/8270 2.0 03/25/92 03/25/92 MF
'Benzo (A) Anthracene BDL ugjl 3510/8270 3.0 03/25/92 03/26/92 MF
Chrysene BDL ug/1 3510/8270 3. 5 03/25/92 03/26/92 MF
Benzo (L) Fluoranthene BDL ug/1 3510/8270 3.5 03/25/92 03/26/92 MF
l
Benzo (K) Fluoranthene BDL ugJl 3510/8274 3 .5 03/25/92 03/26J92 MF
Benno (A) Pyrene BDL uq/1 3510/$270 3 .0 03/25/92 03/26/92 MF
Indeno-(1, 2,3,-CD)Pyrene BDL ug/1 3510/8270 4.0 03/25/92 03/26/92 MF
'Dibenzo (A,H) Anthracene BDL ug/1 3510/8270 4. 0 03/25/92 43/26/92 MF
Dibenzo (G,H, I) Perylene BDL ug/1 3514/8270 6. (3 43/25/92 03/26/92 MF
1-Methyl Naphthalene BDL ug/]. 3510/8270 2 . 0 03/25/92 03/26/92 MF
2-Methyl Naphthalene BDL ug/1 3510/$270 2.0 03/25/92 03/26/92 MF
TRPH BDL mg/1 418. 1 2.4 03/23/92 03/24/92 JV
* BDL = Below Detection Limits
'All analyses were performed using EPA, ASTM, USGS, or Sta a Methods
'QAP 40-0376G R s e ul y mitted,
HRS 86356, 86240
SUB HRS,# 86122, $6109, E86048
J r tSe lass
b ory Director
1595-8
'CLIENT 47M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992 .
MIAMI LAKES, FL 33016 LOG #`: 1595-9
ATTN: ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 9
ME1-619 DATE SAMPLED: 03/20/92
MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
' Detection Extr. Anal
Parameter Result Units Method Limit Date Data Analyst
EPA 8021 in Water ug/1 5030/8021 03/23J92 03/23/92 GP
BromodichlorOmethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Bromoform BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
' Hramomethane BDL ug/1 5030/8021 0.5 03/23/92 03J23/92 GP
Carbon Tetrachloride BDL ug/1 5030/$021 0.5 03/23/92 03/23f92 GP
Chloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
' 2-Chloroethylvinyl' ether BDL ug/1 5030/8023 0. 5 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Chloromethane BDL uq/]. 5030/8021 0. 5 03/23/92 03/23/92 GP
Dibromochloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP -
' 1,2-DichZorobenzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,3-Dichlorobenzene BDL uq/1 5030/8021 0.5 03/23/92 43/23/92 GP
1,4-Dichlorobenzene BDL ug/1 5030/8023. 0.5 .03/23/92 03/23/92 GP
' Dichiorofluoromethane BDL ug/1 5030/8021 4.5 03J23/92 03/23/92 GP
Chlorobenzene BDL ug/1 5034/8021 0.5 03/23/92 03/23/92 GP
Vinyl Chloride BDL ug/1 5030/8021 0.5 03/23/92 03j23/92 GP
1,14-Dichloroethane 8DL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,2-Dich].oroethane BDL ug/l. 5030/8021 0.5 03/23/92 03/23/92 GP
1, 1-Dichloroethene BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
Trans-1, 2-Dichloroethene BDL ug/1 5030/8021 O.5 03/23/92 03/23/92 GP
' 112-Dich3.oroprapane BDL ug/1 5030/8021 4.5 03/23j92 03/23/92 GP
Cis-1, 3-Dichloropropane BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
Trans-1,3-Dichloropropen BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
'Methylene Chloride BDL uq/1 5030/8021 0.5 03/23/92 03/23/92 GP
1, 7.,2,2-Tetrachloroethan BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
' 1,1,1-Trich].oroethane BDL ug/i 5030/8021 4,5 03/23/92 43/23/92 GP
1,1,2-Trichloroethane BDL uq/l 5030/8021 0.5 03/23/92 03/23J92 GP
Txichlox'oethene BDL ug/1 sago/sazi 0.5 03/23/92 03/23/92 GP
' Trichlorof2uoramgthane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Benzene BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
Toluene BDL ug/1 5030/8'021 0.5 03/23/92 03/23/92 GP
MTBE 7.3 ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
' Ethyl Benzene BDL uq/l 5030/8021 0.5 03/23/92 03/23/92 OP
Total Xylenes BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1
1
1
1
CLIENT 47M
' ADDRESS: MISSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT. SUITE 110 DATE: 03-26-1992
MIAMI LAKES, FL 33016 LOG #: 1595-9
ATTN: ISIDR4 DUQUE
' SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW 9
ME1-619 DATE SAMPLED: 03/20/92 .
' MONRQE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal
' Parameter Result Units Method Limit Date Date . Analyst
' EbB BDL ug/1 504 0.02 03/24/92 03/24/92 .FY
Lead 0 .007 mg/1 239. 2 0.005 03/23/92 03/24/92 JK
EPA 610 in water ug/1 3510/8270 03/25/92 03/26/92 MF
Naphthalene BDL ug/1 3510/8270 2.0 03/25/92 03/26/92 MF
' Acenaphthylene BDL ug/1 3510/8270 2.d 03/25/92 03/26/92 MF
Acenaphthene BDL ug/1 3510/8270 2.0 03/25/92 03/26/92 MF
Fluorene BDL ug/1 3510/6270 2.0 03/25/92 03/26/92 MF
' Phenanthrene BDL ugJl, 3510/8274 2.4 03/25f92 03/26/92 MF
Anthracene BDL ug/1 3510/8274 2 .0 03/25J92 03/25/92 MF
Fluoranthene BDL ug/1 3510/8270 2 .0 03/25/92 03/26/92 MF
' Pyrene BDL ug/1 3510/8270 2 .0 03/25/92 03/26/92 MF •
Benxo (A) Anthracene BDL uq/1 3510/8270 3 .0 03/25/92 43/26/92 MF
Chrysene BDL ug/1 3510/8270 3 .5 03/25/92 43/26/92 MF
Benno (L) Fluoranthene BDL ug/l 3510/8270 3 . 5 03/25/92 03/26/92 MF
' Benno (K) Fluoranthene BDL ug/1 3510J8270 3.5 03/25/92 03/26/92 MF
Benzo (A) Pyrene BDL ugJl 3510/8270 3. 0 03/25/92 03/26/92 MF
Indeno-(1, 2 , 3,-CD) Pyrene BDL ug/1 3510/8270 4. 0 03/25/92 03/26/92 MF
tDibenzo (A,H) Anthracene BDL ug/1 3518/8270 4.8 03125/92 03/26/92 ' MF
Dibenzo (G,H,I) Perylene BDL ug/1 3510/8270 690 03/25/92 03/26/92 MF
1-Methyl Naphthalene BDL ug/1 3510/8270 2 . 0 03/25/92 43J26/92 MF
' 2-Methyl Naphthalene BDL ug/1 3510/8278 2 . 0 03/25/92 03J26./92 MF
TRPH BDL mg/1 418 . 1 2 . 0 03/23/92 03/24/92 JV
* BDL Below Detection Limits
' All analyses were performed using EPA, ASTM, USGS, or Standard Methods
' QAP I 90-0375G es � it witted,
HRS # 86356, 86240
SUB HRS,# 86122, 86109, E8604$
' lass
n t ry Director
' � 1595-9
1
�LIANT # 47M
DDRESS: MISSIMER AND ASSOCIATES PAGE: i
1.4754 NW 77 CT. SUITE 11.0 DATE: 03-26-1992 �
MIAMI LAKES, FL 33016 LOG 090 1595-10 '
ATTN: ISIDRO DUQUE
'AMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW ZO
ME1-619 DATE SAMPLED: 03/20/.92
M4NROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal •
Parameter Result Units Method Limit Date Date Analyst
kPA 8021 in water ug/1 5030/8027. 03/23/92 03/23/92 ..GP
rarnodichloromethane BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
iromoform BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
rornomethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
arbon Tetrachloride BDL ug/1 5430/8021 0.5 03/23/92 03/23/92 GP
Chloroethane BDL ug/1 5030/8021 0.5 03j23/92 83/23/92 GP
cChloroethylvinyl ether BDL ug/1 5030/8021 0, 5 03/23/92 03/23/92 GP
hloroform BDL ug/1 5434/8021 0. 5 03/23/92 03/23/92 GP
Chloromethane BDL ug/1. 5030/8021 0.5 03/23/92 43/23/92 GP
(ibromochlorometharie BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
,2-Dichlorobenzene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
, 3-Dichlorobenzene BDL ug/1 5030/8421 0.5 03/23/92 03/23/92 GP
,4-Dichiorobenzene BDL ug/]. 5030/8021 0.5 03/23/92 03/23/92 GP
ichloroflueromethane BDL ug/1 5030/8021 0 .5 03/23/92 03J23/92 GP
hlvrobenzene BDL ug/]. 5030/8021 0.5 03/23/92 03/23/92 GP
Viny]. Chloride BDL ug/l 5030/8021 0.5 03/23/92 03/23J92 GP
1. 1-Dichloroethane BDL ug/1 5034/$021 0 .5 03/23/92 03/23/92 GP
,2--Oichloroethane BDL ug/1 5030/8021 0.5 03/23/92 43/23/92 GP
1, 1-Dichloroethene BDL ug/1 5030/802.1 0.5 03/23/92 03/23/92 GP
(raps-1,2-Dich3oroethene BDL ug/1 5030/8021 0.5 03J23/92 03/23/92 GP
,2-Dichlorapropane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
is-1, 3-Dichloropropane BDL ug/I 5030/8021 0.5 03/23/92 03/23/92 GP
(rans-1, 3-Dich3oropropen BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
ethylene Chloride BDL ug/x 5030/8021 0.5 03/23/92 03/23/92 GP
, 1,2, 2-Tetrachloroethan BDL ug/i 5030/8021 0.5 03J23/92 03/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 095 03/23/92 03/23/92 GP
t, 1, 1-Trichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
, 1,2-Trich1oroethane BDL ug/1 5030j8021 fl.5 03/23/92 03/23/92 GP
Trichloroethene BDL ug/1 5030/8021 4.5 03/23/92 03/23/92 GP
-'rrichlorofluoromethane 8DL ug/X 5030/8021 4.5 03/23/92 03/23/92 GP
3enzene BDL ug/]. 5030/8021 0,5 03/23/92 43/23/92 GP
-'Toluene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
MTBE 4 .9 ug/1 5030J8021 0.5 03/23/92 03/23/92 GP
Ethyl Benzene BDL ug/l 5030/8021 0.5 03/23/92 03/23j92 GP
-iotal Xylenes BDL ug/]. 5030/8021 0.5 03/23/92 03/23/92 GP
a
CLIENT , 47M .
ADDRESS: MISSIMER AND ASSOCIATES PAGE:
14750 W 77 T. SUITE 1 DATE: 3- -199
+iIAII LADES F FLU 33016 LOG
ATTIC: 1 I DRo DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LASED; MW to
SE1-w 19 DATE SAMPLED: 3 2 D 92
M NRDE CO. PUBLIC WORKS DATE RECEIVED: 3/ 3/ 2
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection E ctr. Anal
Parameter Result Units Method Limit Date Date •kaelyst
B BDL g 1 504 0902 D / 4/92 3 24/92 FY
Lead BDL g 1 239o2 0.005 0 / 3/9 3/ 4 92 J
L = Below Detection Limits
All analyses were performed using EPA, AST , USGS, or Stan rd Methods
J
AP 90#037 R sP o 11 fitted,
HS 86356, 86240
SUB HRSI 86122, 861091 E86048
ass
t ry Director
1595-10
'CLIENT 47M
ADDRESS: MYSSIMER AND A5SOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 04-30-1992
MIAMI LAKES, FL 33016 LOG J: 1840-2
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: MW-11D
•ME1-619 DATE SAMPLED: 44/21/92
1 MONROE CTY PUBLIC WORKS DACE RECEIVED: 04/22/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr, Anal
Parameter Result Units Method Limit Date Date Analyst
'EPA 8021 in water ug/1 5030/8021 04/29/92 04/29/92 GP
Bromodichloromethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Bramoform BDL ug/1 5030/8021 0.5 44/29/92 04/29/92 GP
lBromomethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Chloroethane BDL ug/1 5030/8021 0. 5 04/29/92 04/29/92 GP
l2-Chloroethylvfnyl ether BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Chloroform BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Chloromethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
1Dibromochlorometbane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
1,2-Dichlarobenxene BDL ug/1 5030/8022 0.5 44/29/92 04/29/92 GP
1f3-Dichlorobenzene BDL ug/1 5030/8021 0.5 44/29/92 04/29/92 GP
1,4-Dichlorobenzene BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
IDichlorofluoromethane BDL ug/I 5030/5021 4.5 04/29/92 04/29J92 GP
Chlorobenxene BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Vinyl Chloride BDL ug/1 5030/8421 0.5 04/29/92 04/29/92 GP
11, 1---Dichloroethane BDL ug/1 5030/8421 0. 5 04/29/92 04/29/92 GP
1,2-Dichloroethane BDL ug/1 5034/8021 d.5 04/29/92 04/29/92 GP
1, 1%-Diehloroethene BDL ug/1 5430/8021 0. 5 04/29/92 04/29/92 GP
1Trans-I,2-Dichloroethene BDL ug/1 5030/8021. 0. 5 04/29/92 04/29/92 GP
1, 2--Dichloropropane BDL ug/1 5030/8021 0. 5 04/29/92 04/29/92 GP
Cis-10-Dichloropropane BDL ug/1 5030/$021 0. 5 04/29/92 04/29/92 GP
Trans-1t3-*Dichloropropen BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
'Methylene Chloride BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
1t1, 2,2-Tetrach].oroethan BDL ug/]. 5030/8021 0.5 04/29/92 04/29/92 GP
Tetrachloroethene BDL ug/]. 5030/8021 0.5 04/29/92 04/29/92 GP
'1, 1, 1-TriChloroethane BDL ugjl 5030/8021 6.5 04/29/92 04/29/92 GP
1,1,2--Trichloroethane BDL ug/1 5030/8021 0.5 04/29/92 44/29/92 GP
Trichloroethene COL ug/1 5030/8021 0.5 04/29/92 04/29J92 GP
Trichlorofluoromethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Benzene BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Toluene BDL ug/1 5030/8021 0. 5 44/29/92 04/29/92 GP
- MTSE BDL ug/1 5030/8021 0. 5 04/29/92 04/29/92 GP
Ethyl Benzene BDL ug/1 5030J8021 0.5 04/29/92 04/29/92 GP
Total 3{ylenes BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
1
1
CLIENT 47M
,ADDRESS: MISSIMER AND ASSOCIATES PAGE: 2
14750 NW 77 CT. SUITE 110 DATE: 04-30-3.992
MIAMZ LAKES, FL 33016 LOG #: 1840-2
,SAMPLE DESCRIPTION: MYSSIMER AND ASSOCIATE LABEL: 14W-11D
ME].-619 DATE SAMPLED: 04/21/92
' M4NROE CTY PUBLIC WORKS DATE RECEIVED: 04/22/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr, Anal
Parameter Result Units Method Limit Date Date Analyst
'TRPH BDL mg/1 418.1 2. 0 04/23/92 04/24/92 JV
EPA 610 in water ug/1 3510/8270 04/25/92 44/25/92 MF
Naphthalene BDL ug/1 3510/8270 2. 0 04/25/92 44/25/92 MF '
'Acenaphthylene BDL ug/1 3510/8270 2. 0 04/25/92 04/25/92 MF
Acenaphthene BDL ug/1 3514/8270 2. 0 44/25/92 04/25/92 MF
Fluorene BDL ugJl 3510/8270 2. 0 04/25J92 04/25/92 MF
Phenanthrene BDL ug/1 3510/8270 2. 0 04/25/92 04/25/92 MF
lAnthracene BDL ug/1 3510/8270 2.0 04/25/92 04/25/92 MF
Fluoranthene BDL uq/1 3510/6274 2. 0 04/25/92 04/25/92 MF
Pyrene BDL ug/1 3510/8270 2. 0 44/25/92 04/25/92 MF
iBenno (A) Anthracene BDL ugJl 3510/8270 3.0 04/25/92 04/25/92 MF
Chrysene BDL ug/i 3510/8274 3 .5 44/25/92 04/25/92 MF
Benno (L) Fluoranthene BDL ug/1 3510/8270 3 .5 04/25/92 04/25/92 MF
'Benno (K) Fluoranthene BDL ug/1 3510/8270 3 .5 04/25/92 04/25/92 MF
Benzo (A) Pyrene BDL ug/1 3510/8270 3 .4 04/25/92 04/25/92 MF
Indeno-(1, 2,3 ,-CD) Pyrene BDL ug/1. 351.0/8270 4 .4 04/25/92 04/25/92 MF
Dibenzo (A,H) Anthracene BDL ug/1 3510/8270 4.0 04/25/92 04/25/92 .MF
'Dibenzo (G,H, I) Perylene BDL ugjl 3510/8270 6.0 04/25/92 04/25/92 MF
1-Methyl Naphthalene BDL ug/1 3510/$270 2.0 04/25/92 44/25/92 MF
2-Methyl Naphthalene BDL ug/1 3510/8274 2. 0 04/25/92 04/25/92 MF
I
Lead 0.046 mg/1 239. 2 0. 005 04/22/92 04/28/52 JK
EDB BDL ug/1 504 0. 02 04/29/92 04/29/92 FY
'* BDL = Below Detection Limits
All analyses were performed using EPA, ASTM, USGS, or Standard Methods
'QAP J 90-0376G � Respectfully Submitted,
HRS # 86355, 86244
SUB HRS,� 86122, 86149 , E86048 %.� �
� reY S. Glass
�k
aboratory Director
1840-2
1
'CLIENT 47M
ADDRESS: MTSSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 110 DATE: 04-30-1992 -
' MIAMT LAKES, FL 33016 LOG 1: 1840-�3
SAMPLE DESCRIPTION: MISsIMER AND ASSOCIATE LABEL: MW�-1.2D
' ME1-619 DATE SAMPLED: 04/21/92
MONROE CTY PUBLIC WORKS DATE RECEIVED: 04/22J92
GROUNDWATER ANALYSIS COLLECTED $Y:CLIENT
Detection Extr, Anal
Parameter Result Units Method Limit Date Date Analyst
'EPA 8021 in water ug/1 Faso/gozi 04/29/92 04/29/92 GP
Bromodichloromethane BDL uy/1 5030/8021 o.5 04/29/92 04/29/92 GP
BDL ug/1 5030/8021 0.5 04/29/92 04J29J92 GP
,Bromoform
Sromometharte BDL ug/1 5034/8021 0.5 04/29/92 04J29/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Chloroethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
i2-Chloroethylvinyl ether BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Chloroform BDL ug/1 5030/8021 0.5 04/29/92 04/29j92 GP
Chloromethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
'Dibromochloromethane BDL ug/l 5030/8021 0.5 04/29/92 04/29/92 GP
1,2-Dichlorobenzene BDL ug/1 5030/8021 0.5 04/29/92 44/29/92 GP
1,3-Dichlorobenzene BDL ug/1 5030/8021 4. 5 04/29/92 04/29/92 GP
1,4--Dichlorobenzene BDL ug/1 5430/8021 0.5 04/29/92 04/29/92 GP
,Dichlorofluoromethane BDL ug/1 5030/8021 0. 5 04/29J92 04/29/92 GP
Chlorobenzene BDL ug/I 5030/8021 0.5 04/29/92 04/29/92 GP
Vinyl Chloride BDL ug/1 5030/8021 4.5 04/29/92 04/29/92 GP
'1, 1-Dichloroethane BDL ug/1 5030/8021 A.5 04/29/92 04/29f92 GP
2,2-Dich].oroethane BDL ug/1 5030/8021 0.5 04/29J92 04/29/92 GP
l,x-Dichloroethene BDL ug/1 5030/8021 0.5 04/29/92 04/29J92 GP
1Trans-1,2-Dichloroethene BDL ug/1 5030/8021 0.5 04/29/92 44/29/92 GP
1 ,2-Dichloropropane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
Cis-1,3-Dichloroprapane BDL ugJl 5030/$021 4.5 04/29/92 04/29/92 GP
BDL ug/1 5030/8021 0.5 44/29/92 04/29/92 GP
,Trans-o-1, 34--Dichloropropen
Methylene Chloride BDL ug/1 5030/8021 b.5 44/29/92 04/29/92 GP
1,1, 2,2-Tetrachloroethan BDL ug/1 5030/8021 0.5 04/29/92 44/29/92 GP
xetrachloroethene BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
'1,1,1-TrichlOroethane BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
3.,1,2-Trichloroethane BDL ug/1 5030/8021 4.5 04/29/92 04J29j92 GP
Trichloroethene BDL uq/1 5030/8021 0.5 04/29/92 -04/29/92 GP
lTrichlorofl.uoromethane BDL ug/1 5030/8021 0,5 04/29/92 04/29/92 GP
Benzene BDL ug/1 5030/8421 4.5 04/29/92 44/29/92 GP
Toluene BDL ug/1 5030/8021 0.5 44/29/92 04/29/92 GP
tMTBE BDL ug/1 5030/8021 0.5 04/29/92 44/29J92 GP
Ethyl Benzene BDL ug/1 5030/8021 0.5 04/29J92 04/29j92 GP
Total Xylenes BDL ug/1 5030/8021 0.5 04/29/92 04/29/92 GP
CLIENT T , 47 I
tkDDRESS: MISSIMER AND ASSOCIATES PAGE
MIAMI LAKES, FL 33016 LOG , 1 4 0--3
SAMPLE DESCRIPTION: MISSI iER AND ASSOCIATE LABEL: M -wl D
ME1--619 DATE SAMPLED* 04/21/92
M NROE CTY PUBLIC WORKS DATE RECEIVED: 04 2 2 2
GROUNDWATER ANALYSIS S COLLECTED BY:CLIENT
Detection Extr,. Anal
Parameter Result - Unite Method Limit Date Date -Analy t
Lead BDL / 39 .2 0. 00 04/22/92 04/28/92 n
EDB BDL /i 504 0. 02 04/29/92 04/29/9 F
BDL Below Detection Limits F
11 analyses were performed using EPA, ASTMI USGS, or Standard Methods
A 90o- �ae of u l r ►] t ,
NRS S3 # � 240 �#
SUB H S 12 2 F 86109, E 0 4 •� ,: ,�- ,
rey S. Glass A-k
Lorat oy Director
4
t
'CLIENT 47M
ADDRESS: MISSIMER AND ASSOCIATES PAGE: 1
14750 NW 77 CT. SUITE 11.0 DATE: 03-26-1992
MIAMI LAKES, FL 33416 LOG 0: 1595-11
ATTN: TSIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: EQUIPMENT BLANK
ME1--619 DATE SAMPLED: 43/20/92
' MONROE CO. PUBLIC WORKS DATE RECEIVED: 03/23/92
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal
Parameter Result Units Method Limit Date Date Analyst
EPA 8021 in water ug/1 5030/8021 03/23/92 03/23/92 GP
Bromodi.chloromethane BDL ug/1 5034/8021 0. 5 03/23/92 03/23/92 GP
Sromaform BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Bromomethane BDL ug/1 5030/8021. 0.5 03/23/92 03/23/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Chloroethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
'2-Chloroethylvinyl ether BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Chloroform BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Chlaromethane BDL ug/1 5030/8021. 0.5 03/23/92 03/23/92 GP
Dibromochloromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
' 1,2-Dichlorobenzene BDL ug/1 5034/8021 0. 5 03/23/92 03/23/92 GP
1,3-Dichlorobenzene BDL ug/1 5034J8021 0. 5 03/23/92 03/23/92 GP
1.,4-Dichlorobenzene BDL ug/1 5030/8021 0. 5 03J23/92 03/23/92 GP
Dichlorofluoromethane BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Chlarabenzene BDL ug/1 5030f8021 0. 5 03/23/92 03/23/92 GP
Vinyl Chloride BDL ug/1 5030/$021 0.5 03/23/92 03/23/92 ,GP
' 1 ,1-Dichloroethane BDL ug/1 5030j8021 0.5 03/23/92 03/23/92 GP
1,2-DichZoroethane BDL ug/1 5030/8021. 0. 5 03/23/92 03/23/92 GP
1, 1-Dichloroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Trans--1, 2-Dichloroethene BDL ug/1 5030/8021 095 03/23/92 03/23/92 GP
, 1,2-Dich].oropropane BDL ug/k 5030/8021 0.5 03/23/92 03/23/92 GP
Cis-1, 3-Dichloropropane BDL ug/1 5030/8021 0.5 03/23/92 83/23/92 GP
Trans-3., 3-Dichloropropen BDL ug/1 5030/8021 0. 5 03/23/92 03J23/92 GP
1Methylene Chloride BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 G:�
1. 1, 2 , 2-Tetrachloroethan BDL ug/1 5030/8021 0.5 03/23/92 03/23J92 GP
Tetrachleroethene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
' l,l, l-Trichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
1,1, 2wTrichloroethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Trichlvroethene BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP
Trichlvrofluoromethane BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
' Benzene BDL ug/1 5030/8021 0.5 03/23/92 03/23/92 GP
Toluene BDL ug/1 5030J8021 0. 5 03/23/92 03/23/92 GP
MTBE BDL ug/1 5030/8021 0. 5 03/23/92 03/23/92 GP ,
Ethyl Benzene 4 .7 ug/1 5030/8021 0.5 03/23/92 03/23j92 GP
Total Xylenes 5 . 0 ug/1 5030/8021 0.5 03/23/92 03/23J92 GP
1
CLIENT 4M
ADDRESS. MISSIlER AND ASSOCIATES PAGE
1.40 NW 77 CT. SUITE 110 DATE. 03o- -199
MIAMI LAKES, FL 33016 LOG *0 1 9 o-11 +.
ATTIC; ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: EQUIPMENT IPMENT BLANK
MEI-619 DATE SAMPLED: 3 2 9
MONRCE CO. PUBLIC WORKS DATE RECEIVED: 0 3 3/9
GROUNDWATER ANALYSIS COLLECTED BY:CLIENT
Detection E tr, Anal
Parameter Result Units Method Limit Date Date 'Analyst
EDB EDL u 1 504 0. 4 903/24/92 iY
DL Below Detection Limits
All analyses were performed using EPA, AST , US S, or Standard Methods
AP 90--wO376G R S ec uZly tted,
HS 86356f86240
SUB HRSJ861 , 8619, E808
Je y S ass
L o at Director
r
i
r
1, 9S-11
' CLIENT ,# 4 7 M
ADDRESS : MISSIMER AND ASSOCIATES PAGE: 1
' 14750 NW 77 CT. SUITE 3.10 DATE: 04-30-1992
MTAMr LAKES, FL 33016 LOG 0: 1840-1
ATTN: ISIDRO DU4UE
' SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: EQUIPMENT BLANK
ME1-619 DATE SAMPLED: 04/21/92
MONROE CTY PUBLIC WORKS DATE RECEIVED: 04/22/92
' BLANK WATER ANALYSIS COLLECTED BY:CLIENT
Detection Extr. Anal '
' Parameter Result Units Method Limit Date Date Analyst
EPA 8021 in water ug/1 5030/8021 04/23/92 04/23/92 GP
Bromodichloromethane BDL ugJl 5030/8021 0. 5 04/23/92 04/23/92 GP
Bromoform BDL ug/1 5034/8021 4.5 04/23/92 04J23j92 GP
Bromomethane - BDL ug/1 5030/8027. 0.5 04/23/92 04/23/92 GP
Carbon Tetrachloride BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
Chloroethane BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
2-Chloroethylvinyl ether BDL ug/1 5030/$021 0.5 04/23/92 04/23/92 GP
Chloroform BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
' Chlaromethane BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
Dibromochloromethane BDL ugJl 5030/8021 0.5 04/23/92 04/23/92 GP
�
1,2-Dichlorobenzene BDL ug/1 5030f8021 0 .5 04/23/92 04/23/92 GP
1,3-Dichlorobenzene BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
' 1,4-bichlorobenzene BDL ug/1 5030/8021. 0.5 04/23/92 44/23/92 GP
Dichlorofluoromethane BDL ug/1 5030/8021 0.5 04/23/92 04/23192 GP
Chlorobenzene BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
1 Vinyl Chloride BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 G?
1,1-Dichloroethane BDL ug/1 5030/8021 0. 5 04/23/92 04/23/92 GP
1,2-Dichloroethane BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
' 1, 1-Dichloroethene BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
Trans-?., 2-Dichloroethene BDL ug/1 5030/8021 0.5 04J23/92 04/23/92 G?
1,2-Dichlaropropane BDL ug/1 5030/8021 0.5 04/23/52 04/23/52 G?
' Cis-1, 3-Dich3oropropane BDL ug/1 5030/8021 0.5 04J23/92 04/23/92 GP
Trans-10--Dichloroprcpen BDL ug/1 5030j8021 0.5 04/23/92 04/23J92 GP
Methylene Chloride BDL ug/1 5030/8021 o.5 04/23/92 04/23/92 GP
_ 1,1,2, 2-Tetrachloroethan BDL ug/1 5030/$021 0. 5 04/23/92 04/23/92 GP
Tetrachloroethene BDL ug/1 5030/8021 0.5 04f23/92 04f23/92 GP
-- 1,1,1-Trich2oroethane BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
1, 1, 2-Trichloroethane BDL ug/1 5030/8021 a.5 04/23/92 04J23/92 GP
Trichloraethene BDL ug/1 5030/8021 0.5 04/23/92 04/23/92 GP
Trichlorofluoromethane BDL ug/1 5034/8021 Q.5 04/23/92 04/23/92 GP
Benzene BDL ug/x 5030/8021 0. 5 04/23/92 44/23/92 GP
Toluene BDL ug/1 5030/8021 0. 5 44/23/92 04/23/92 GP
MTBE BDL ug/1 5030/8021 0. 5 04/23/92 04/23/92 G=
Ethyl Benzene BDL ug/1 5030/8021 0. 5 04/23/92 04/23/92 GP
- Total Xylenes BDL ug/3. 5030/8021 0.5 04/23/92 04/23/92 GP
1
1
1
11LIENT 47M PAGE: 2
ADDRESS: MISSIMER AND ASSOCIATES
' 14750 NW 77 CT. SUITE 110 DATE: 04-30-1992
MTAMI LAKES, FL 33016 LOG 0: 1840--1
ATTN: ISIDRO DUQUE
SAMPLE DESCRIPTION: MISSIMER AND ASSOCIATE LABEL: EQUIPMENT BLANK
' ME1-619 DATE SAMPLED: 04/21/92
MONROE CTY PUBLIC WORKS DATE RECEIVED: 04/22/92
BLANK WATER ANALYSIS COLLECTED BY:CLIENT
' I Detection Extr. Anal
arameter Result Units Method Limit Date Data Analyst
RPH BDL mg/1 418.1 2. 0 04/23/92 04/24/92 JV
EPA 610 in water ug/1 3510f8270 04/25/92 04/25/92 MF
1 naphthalene BDL ug/1 3510/8270 2.0 04/25/92 04/25/92 MF
Ncenaphthylene BDL ug/1 3510/8270 2 .0 04/25/92 04/25/92 MF
Acenaphthene BDL ug/1 3510/8274 2.0 04/25/92 04/25/92 MF
I[luorene BDL ug/1 3510/8270 2. 0 04/25/92 04/25/92 MF
-,'henanthrene BDL ug/1 3510f8270 2. 0 04/25/92 04/25/92 MF
nthracene BDL ug/1 3510/8270 2. 0 04/25/92 04/25/92 MF
tFluoranthene BDL ug/1 3510/8270 2.0 04J25/92 04/25/92 MF
yrane BDL ug/1 3510J8270 2. 0 04/25/92 04/25/92 MF
enzo (A) Anthracene BDL ug/1 3510/8270 3 . 0 04/25/92 04/25/92 MF
Chrysene BDL ugjl 3510/8270 3 .5 04/25/92 04/25/92 MF
1:enzo (L) Fluoranthene BDL ug/1 3510/8270 3.5 04/25/92 04/25/92 MF
enzo (K) Fluoranthene BDL ug/1 3510/8270 3 .5 04/25/92 04/25/92 MF
Benzo (A) Pyrene BDL ug/1 3510/8270 3 .0 04/25/92 04/25/92 MF .
IIndeno-(1, 2,3,-CD)Pyrene BDL ug/1 3510/8270 4. 0 04/25/92 04/25/92 MF
Dibenzo (A,H) Anthracene BDL ug/1 3510/8270 4.0 04/25/92 04/25/92 MF
Dibenzo (G,H,I) Perylene BDL ug/1 3510/8270 6.0 04/25/92 04/25/92 MF
1-Methyl Naphthalene BDL ug/1 3510/8274 2.0 04/25/92 04/25/92 MF
12-Methyl Naphthalene BDL ug/1 3510/8270 2.0 04/25/92 04/25/92 MF
Lead BDL mg/1 239 .2 O. OQ5 04/22/92 04/28/92 JK
EDB BDL ug/1 504 0. 02 04/29/92 04/29/92 FY
i* BDL = Below Detection Limits
All analyses were performed using EPA, ASTM, USGS, or Standard Methods
' AP 90�-837bG Res ectfull
R # Y Submitted
.HRS 86356,86240
SUB HRS# 86122 86109 E86048 ` �•�17���' ' ' �•`
j ! �eey S. Glass A-
Laavratory Director
- is4o-1
L �• r
f
, Ao
Ewa,
op
rt +
i ? '
DENO • +•+
V.
i
000
LLIF f
.r
•F .•F +•
16
LL .
••
rt
duo
Cj
On
` c Er�
y 4" t+
�1
TNRIM
r# A
MOP
4Y] �
_ v • Gomm
R # +
ftm :6.6 •M 4 of
• _ I" r # t
f
L.
r V.
'w �' a i �*
AM �o it
�'k-1
wf �t
Cro � mom
� F
qw
0000 top q b
Ldl
G�N• �,,, •r .... ...r
4 •M �
•* ��F
r �
IL •%4
d 0 ' • �.
■
r
+5 _ ` *■* i
•
#F y
■ '
• 5
fir+
"r w
r7o
f� !•'•'*
■ F a � r -
V lx p w
' qL + ■r
■ 7
■ ■#i �1
i#' M►
## •• ■
w,� .■ ■•■• � i ��it 4 •
41
*!OL
�'I. . ..0.
IL
*%b :lp
* ■ t• ■
a# f •# •
• , ' *a T` ice. +
' • ■*
\♦ ■ rrr.
# w .. ■'
p r• W V' i
I lop me 10.
lik
• , •� r.,,,4 ,
amL
1p
� � � �� � * i ■+ram"•
FF
r
•+ .i . - ',
� ;��•�� � r; r• � � * ■F .wry ■
r ■ �+
�� �• *:�is L +.
`+�•�,
•
z
o
CL
F •
• F {`! s ■ + 3 it # -W■w. NM JP� 'I■ w s + rm _L #.■
5; �, • 41M i. f•ad.O�qw . Volk r�-p.61 4mb■Fri# Emd
# + •#ram #. . +
.� �
r5.;
PX
IN
t
. =
' APPENDIX D
SLUG TEST DATA AND CALCULATIONS
1
1
1
1
1
BOUWER & RICE EQUATION
R *Rc In Re Rt 1
M=-i * In 1 2
Le T
} For partially penetrating wells the term In Re is:
I
101 A l H '" Lw /Rw }
In( e Rw i am i i��i t i i ohm + i i an*i�i i i i i i i_ i no ONi MW
IIII l Lw RAT Le/Rom' • ` ' .
For fully penetrating wells the term In Re/Rw is
1
1. 1 c
l R /R F f �r�R �F#It i�i EMI
�F 1+
ln(Lw/Rw) Le/R
here K = hydraulic conductivity
Rc = radius of well/screen casing
Re effective radial distance over which
d lta-y is dissipated
R - borehole radius
B saturated thickness of aquifer
the Bouwer and Race 'A' parameter
B the Bower and Rice ' ' parameter
the Bourer and Rice 'c' parameter
Lw depth below water table to bottom of screen
Le length of wetted screen
1 drawdown or up at time T1
Y2 drawdown up at time T2
T = time between T 1 and T2
U.S . HASTY EQUATION FOR A CASED BOREHOLE WITH SCREEN
Rc Re
,� * In Le Rw In 1 Y2
2 Le T
HVORS LE I EQUATION FOR A CASED BOREHOLE WITH SCREEN
* Rc Rc 2 m Le m Le
_Aw. .w_dft_.� i.�"... * 1 n .ft.Ow GW so for . .MA. 00 �dit
Le B "L 2 * Rw 2 Rw
square root of horizontal to vertical
hydraulic conductivity ratio
- BTL basic time lag, time at of full recovery
If static water level occurs in screened internal Ro is adjusted:
Rc = R [ 1-n *Rc*Rc + n R *Rw l
---where n is specific yield of sand/gravel pack in well annulus
POOR ORIGINAL
-IRIABLES for well : `1
Adjusted Rc = 0. 1 2 ft, 2 . 18 inches)
Rw 0* 333 ft, 4 . 00 inches
9 .79 ft.
A = 2 . 2 (dimensionless)
B 0. 32 (dimensionless)
(Re/R = 1 . (partially penetrating
1 . 7 (dimensionless)
l (Re Rw) 2 . 31 (fully penetrating)
Lw 7010f
Le 7 . 10 ft . • .
1e75 ft
Os65 ft
0904 minutes
BTL = 0. 04 minutes
, 7
FT/DAY / 2
ewer & Rice, 9' . ....�� �. . . , �_�_
Partially penetrating well :
Fully penetrating well : K 191086 14 . 1
IS* NAVY, 19 7 4 : K 254 .32 190293
ORSLEV, 19 1; 301e73 2 56.9
ME 7 6 7 ,9 Slug Tests
MW- 70 (Slug out)
10 Dr
..+..,+ .+.++.�•t+a+r+++.t........,.++.+iFi++r...r...+i+rFt.•4.•.+•aa...ii.+t.#.,i...l.....rr11+.Fiw.Fwr.r•�.......,i..rirt#4ilrt.iw..r+.i+i.+.liiiFi■s...+.......+,.old++.r..r..+..+..4t l..+++...+
i
.+ . ..... ...i+i,.l..a.,+.......,,.... T■....w....rli..+...+i.#r.ilh......t....i irti l.#.ri.rli..:i,.dirt.rliw.4,...... ........a.,.•
+ r 1
r
....+.... .......+...+.r.*•..+....+.1,rt+.......*...A...a......,..1i.r.t.........�..r#,#ar.wrliw.r....,....rt.t�ir+ri.rl.w...t...a,rt.li++r.!r........,.r...+1,a.lF.1.1..#..........1...i+rtrli+a.....+
1 r
-+•--"..,*+Fi l...F.a+*!F.a....•....iF.rrF+i.+.t..A..#.alrr■...a.r.i■.i 4aro■iao.■7**if iiIrmo*r■i■ir0..■4..i*.+■!:y#r#■rrr■w.r#r+t■liilrhi■*ri0;.40...,.06r++.001 i#rli i#rt■7114+kr■..hh.r.+■ir 44#.1.i.■.r
, r
= r +
r i
......a.i...........++.:.+r..o.li+.a1+.•t+.•i+++Fa.......i.i.am.4.+w....r.rra+rl yr.omw.fa.rra a+oaao■waom room IL.4+ar+.4401.lw4#44 w.■t a..i.i iaaaFao.r..■..+..4..■o mob Fiiiia a4.,+...1.iF...Fa.++++rrr+
i +
. • s
.+.+......f.............i........i 1..r.........i+r...1w..r...+a+#Ft.w.l....+..rF M#r#oil..my.i,..ilam.r•1lt..r*i...rti#rtrirtr■111r+...r......F.i,rt#■#.#.�1w.m..ir.rt iii.a i#Fi i....wa...r....i,..riwrrr
i
i• r i
■ • w
#
t i i
s . t
t
..a.a.........aa a.t.r....t.........i1,.+ro...aw....iiao"Dom#o....■.bdtD4 ao+ia�..w■fawrw roo.ro.ra....irrri E++o++rm.rm.■..r+...i.r+a iol i.io 44 4.4 a...+4..DD4 a#m 14...�.a.....44.+4 ai raw.Ft m.y.w..
i
. r .
i r t
+ a i
r t
r F r
i r h
- ► 1 r
- 1 i
.,.....+.+...i.-•..+a...F+..+.4....++i.r,t••r..+...*.i 0+.+.rr1........+i rt.rr.+.rt it+i i#r h.1.r•...t.*i,rt+liw#ri.......t•..iiarri..........•4 .........art
■
47 : ■ F i
r #
.
i
i }
i r
a �
..........,r...a..,........►+1fi..........14++r.4........,. .irat...i.r...#F1i#ra...r.i...i..i..frill+i..41......,,i.+r...+r•............. «........i..,F....a
r
F
••. .....••. .***.•.ar..a+......,.r.ia.{.......,.#1t.+.......,..+i i+it.w.li•.Yi i,.Far4t.#rr..•.+•.,ir+1.+.F+...r•*..•...1.rF.}.4 rim.4.w.•.+...+1ai.11. ......+.+a.+.....i a......
a
i i r
........ ........_... .........11..r.....m.+i,a+1............,iw#.....,.:ei+r#rh.%.r........aa.r+++r+4f...... 1.,11+0lr+4.....+.....4r+4#ri4+0-r...r....i...ri.il,a.r..
1 r
i I
.a..+« ,...,.... .}..+. a...+...-.i+.....a{..r...r�ilrr.i#r1,ar.rt++....+a..ri.rrt.r.r...+..+ai++li r■r..r.,.r.a art■1.wr lww..........iri rr.w..............+.%rw1.1..r...........
3 +
....... ,.«., ..,r.�....,.+.a. .,,i..+... +,,...a,+=..,....,++F 1.rai..r.i..r..r.Fir.Fi.rr,...i.+li ........i.i,iri..rl...w...,.,.ii.irli.........m.r+'+.i 1,.4 r....t........i*..,.F
5
w +
s
,.,...,.s.........+..s•..i5..........+.a .i#+,o.f....a+-+1i....,...i+++.aw#r�•.......i.ri++*row..........,.#+w+...........ia.•■,+■al.•......,*..ii..+.....•.w+r.•{.•.i+i..-F-+-�.+.•.........
i
r
i .
.....,-,.... ,............ .1+.#+....1.......,+ .....ii.s.4..rm.....i,a,iwr!••..a..+i,i Fi i.r 1.....+.+..ir+r.r.......i.3..ia.a.1}.r..........+..+riia.,t..r.�........,i++Fort.ri..r....
r . r
1 ti
• i
h •
- Y
• � i Y
1
a...,. . .i••i.. ..........-......r.....+■...■■...1 i. 4.........4**mtm.........++a iilaw#Fm.....�.ra rr Falrm to...........4 di dl w41.......►......i.+rF1..4.#.+4....,....i.a+1.+..+.mt...
f i +
t +
1 i
,
• F m
r
0,
■
i
- i
1 i
r
s
r i
1
.t....+...,,,++,..i-.+.•+,.+•.i..++....-+i+-F,•.4...j-.+1•r..+.++i il4 r..rrl+.r+i{#F 1a.rt.r.+, ..rFi#rF.#.Fr�.+mrim.li#i!t#.low.......+.+)+r+ai#r4.•w.......44.0Ft.#F.;,..........i.i I 14+414..t.�
r
i
a+.a....+,,.+....,..+a++�,a.ay,+.....,.i1+..,.+..3...,,i.a.......ii#r r.....irt.+i..rtirr..l....m+ia ++1.1•r.+yrr 4alrril+.low.1.1•li...i+#.ri,hli,+.rm....t.i.+ai#.rii#11a..1r....,.rti.+#.1 m#+1........
i +
- 1 m
t i +
.i....+.. .............ti..........r1..r.+......+1+.a..r.....ii.++1.rt...... .......40+14..1a.F.....+.
. w .
+ 1
i 1
....++.,...+.... ...........+i.#.........i.i.t...t+...,.+F...........F,=+..........i..iii1■t.+.... .+r..............3...+r..w#F 1+.4#..........,.#■i i.rr..#�.....,,..ii..1++..+4,t.....
t
i i r
1 r 1
1 + 1
..+.a+ .a.............+..,.....rim+4.++..+.}a+.+i...r...+li#a1.w.h......i+4ti rt.li#.•aia Fi.rt Fi.rt+..#.....`1.! ........ir.Y.iirtii,#..a+.t....i..ii.,r..t i#i r...+ri....ii..i.+rile hi-aft#r•t.
+ r
i
i r
r � �
i
........ ...........+...+ ..,...a....a.....,irt.•r.i+ili•+r;...r...i.i#*■iwrr.m..4.rri i,.rirt....r...�aiaF r.w.., .i*.1,#Fr..lr,f+r..rr....*.w....i.#r1...,..a.4.........i..Fi++,1i+r.■...
- r t
• i * •
i
• i
i
+..... ........+.... ...,..........i+a...........#r+.......F1i#.1i........irt+1..•....iar.F.rt+Fi..rt.•r.�..i.++i.#r....a i.+.i ,ir.r..........yr..,..r.....i.+Ft...r,a.....+.
. r
i +
- i
i
. i
i r i
r .
................1i+.........1........a,..riw.r.�,....a+F FwrFi.......i...,.+F4€+1.l.....i.#+i+a r•...........�,r+ria •...lr...•.....,,.•...........s+l iw+r.w........
r
i
• i i
. 1
s i
+ a
r
+ r
r
, 1
0 4 6 8 10 12 14
ime ec)
e rra 8 Data Ol l eot i ors 1prt
Firmware Version 6. 1/87
Number of Bytes in Data Dump 1732
User Supplied Comment 1619-
Time Header Block Loaded 1992/05 11 15:51:51.90
Time Data File Dumped 1.992/05/11 16:23 *028900
Remaining Memory 63804
Number of Logs 161
Type of Data Memory Memory Board
Loc s/ 'imestamp 1
Power was OK During Data Collection period
Date Tuesday May 19 p 1992 : 18 PM
1ot 'ile B: \ME361901. PRN
Dat i l e : \M 1.619--3
ME1619-3
Time of First Log in Specified window
33735 * 66 09661016
0, 661045 Analog#01
MW -10
Date Time Elapsed FEET D awdown
Time
05/11/92 15: 51: 52 �2 . 5056 6. 237 0
05/11/92 159* 51* 53 �0 . 9504 6* 237 0
05/11/92 15: 51: 54 1 0 5. 9944 0*2426
05/11/92 15: 51: 55 1. 0368 5. 1513 lo0857
05/11/92 1.5*051 *056 1.9872 5. 5555 0. 6815
05/11/92 15: 51: 58 3 . 3696 5. 8327 0.4043
05/11/92 15 : 51: 58 3 . 9744 5*9251. 0.3119
05/11/92 15 : 51: 5 5* 011.2 6* 01.75 0.2195
05/11/92 15 : 52 9 00 6 . 0 8 6,o0868 091502
05/11/92 15: 520601 6. 99 4 691446 OeO924
05/11/92 15: 52 : 02 8 , 0352 6. 1792 0. 0578
05/11/92 15: 52 : 03 8 . 9856 6. 2023 0. 0347
05/11/92 15: 52 : 4 10. 0224 6,e2139 090231
05/11/92 15: 52 : 05 10.9728 6. 2254 0. 0116
05/11/9 15: 52 : 06 12 . 0096 6. 237 0
05/11/92 15 : 52 : 08 13 . 392 6. 237 0
05/11/92 15 : 5 : 08 1 . 99 68 6 .237 0
05/11/92 15: 52 : 09 1590336 6. 2485 -0. 01.1.5
05/11/92 15: 52 : 10 15 . 9 4 6. 2485 0-0. 0115
05/11/92 15: 2 : 11 1790208 6. 2485 �0. 011
05/11/92 15: 52 012 1799712 6. 2485 -0.0115
05/11/92 15: 52 . 1.3 190008 6 . 2485 - 0.0115
05/11/92 15. 52 # 14 20 a 0448 6.2485 m-0* 0115
05/11/92 15. 52 : 15 20. 9952 6. 2485 �0. 0115
05/11/92 15. 52 : 16 22 . 032 6.2485 _0.0115
05/11/92 15: 52 i 18 2 3 . 4144 6. 2 485 �0. 0115
05/11/92 1.5 : 52 : 1.8 24 . 0192 6. 2485 o-0. 0115
05/11/92 15652 . 19 2499696 6. 2485 � . 0115
05/1.1./92 15 . 52 . 20 26. 0064 6. 2485 m-0. 0115
05/11/92 15 . 5 : 21 27 . 0432 6. 2485 0-0. 0115
05/11/92 15 . 52 : 22 27 . 9936 6 o 21485 - 0. 0115
05/11/92 15: 52 : -- • 11
05/11/92 15: 52 : 24 29 * 9808 6. 2485 -0. 0115
05/11/92 15 : 52 : 25 31* 0176 6.w2485 a-0. 0115
05/11/92 15: 52026 32 * 0544 6.2485 a-0. 0115
05/11/92 15: 52 : 28 3 . 4368 6. 2485 a'0. 0115
05/11/ 15: 52 : 28 34eO416 • 4 - • 11
05/11/92 1.5: 52 : 29 34o992 6. 2485 � . 0115
05/11/92 15. 52 : 30 36* 0288 6. 2485 1-- . 0115
05/11/92 15. 52 . 31 3699792 6. 2485 0-0 r 0115
05/ 11/92 15� 52 . 3 38 . 016 6. 2485 #0. 115
05/11/92 15. 52 . 3 * 0528 6. 2485 ' 0* 0115
05/11/92 1.5 : 52 * 34 40 * 00 2 6. 2485 "0.0115
05/1.1/92 15 : 52 . 35 41. 04 85 -w .0115
05/11/92 15: 52 : 36 41*9904 6. 2485 � 0. 0115
05/11/92 1500520038 4 3 . 372 8 6.2485 a-0. 0115
05/11/92 1.5. 52 * 3 43 a 9776 6. 2485 � • 0115
05/11/92 15. 52 • 39 45* 0144 6. 2485 #0 s 115
05/11/92 15: 52 . 4 0 4 6. 051 6. 2485 "` . 011.5
05/11/92 154 52 : 41 47 . 0016 6 o 485 �0. 011.5
05/11/92 15. 52 . 42 4890384 6a2601 - .0231
05/11/92 15. 52 . 4 3 4 8. 888 6. 2485 m'0. 0115
05/11/92 15. 52 : 44 50, 0256 6,o2485 " 0.011.5
05/11/92 15: 52 . 45 50.976 6* 2485 a-0.0115
05/11/92 15: 52 . 46 52 . 0128 6* 2 85 0-0. 0115
05/11/92 15: 52 . 48 53a3952 6.2485 "` * 0115
05/11/92 15. 52 : 48 54 *26 1. -- . 231
05/11/92 15. 52 • 4 9 5. 03 68 6. 2 o-0. 015
05/11/92 1.5. 52 . 50 55. 9872 6. 2485 " *0115
05/11/92 15. 52 . 51. 57 . 024 6. 2485 a-0.0115
05/11/92 15. 52 . 52 57 . 9744 6. 2485 0-0. 0115
05/11/92 15. 52 : 53 59 . 01.12 6 s 2485 �0. 0115
05/11/92 1.5 . 52 . 54 60. 048 6 o 2485 -0. 0115
05/11/92 1.5 : 52 : 55 60 . 9984 6* 2485 a-0. 0115
05/11/92 1505 . 56 62 . 0352 6* 2485 "0. 0115
05/11/92 15: 52 . 58 63 * 4176 6. 2485 - • 0115
05/11/92 15. 5 • 58 6490224 6. 2485 i O s 011.5
05/11/92 15. 52 : 59 64 . 9728 6. 2601 m-0• 231
05/11/92 15. 53 . 00 6690096 6. 2485 "0. 0115
05/11/92 1500530001 67 . 04 64 6,m2485 ' 0. 0115
05/11/92 15 . 53 . 02 6 . 9968 6 o 2601 q- . 0231
05/11/92 15: 53 : 03 69r0336 6. 2485 '-0. 01.15
05/11/92 15 : 53 . 0 69 .984 6* 2485 0-0. 0115
05/11/92 15 s 53 . 05 71* 0208 6* 2485 -0. 0115
05/11/92 15: 53 . 06 71. 971.2 6.2485 -0. 0115
05/11/92 1500530608 73 s 4 6. 2485 "0. 0115
05/11/92 15: 53 . 08 7 . 0448 6. 2485 " 0* 0115
05/11/ 2 15. 53 . 09 74 , 9952 6, 2485 sw0.011.5
05/11/92 15. 53 . 10 76* 032 6,o2485 a'0. 0115
05/11/92 15. 3r1.1 7699824 6■ 485 � 0• 0115
05/11./92 15 0* 53 . 12 78 . 192 6* 2601 �0* 0231
05/11/92 15 : 53 . 13 78 . 9696 6*2485 �0. 115
05/11/92 15 : 53 . 14 80. 0064 6. 2485 -0. 0115
05/11/92 1.5 : 53 . 15 81* 0432 6e2485 --0. 0115
05/11/92 1.5. 5 90 1.6 81, 9936 6. 2485 -0. 0115
05/11/92 15. 53 . 18 83 . 376 6 i 2485 "0. 0115
05/11/92 15. 53 . 18 83 # 9808 6,o2485 e-0♦ 1.1.5
05/11/92 15 : 53 : 19 85901,76 6, 24 5 "000115
05/11/92 15 : 53 : 20 86. 0544 6. 2485 ~0* 0115
05/11/92 1.5: 53 : 21 87 . 0048 692485 - • 115
05/11/92 1 : 53 : 22 88. 0416 6. 2485 �0. 0115
5/11/92 15 : 53 : 23 88 .992 6. 26C 1 �0. 0231
05/11/92 1.5: 53 : 24 90* 0288 6. 2601 -0. 0231
5/11/92 15 : 530025 0, 9 92 6. 2485 ' 0. 0115
05/11/92 1 : 53 : 26 92 . 016 6* 24 5 �0.0115 _
5/11/92 15 : 53 : 28 3 . 3984 6.2 8 •`0.01.1.5
51192 15 : 53 : 28 94s0032 6.285 -'0.01,15
05/11/92 15: 530029 95. 04 6.24 5 -0.0115
05/11/92 15 : 53 : 30 95. 9904 6.2485 1-0.0115
05/11/92 15 : 53 : 31 9790272 6o2485 -w • 11
05/11/92 15: 53 : 32 97 .9776 692485 ' 0. 0115
05/11/92 15 . 53 : 33 99 . 01.44 6.2485 a-0. 011.5
05/11/92 15 : 53 : 34 1. 0. 0512 6+2485 �-0.011.5
05/11/92 15o53 # 35 1.01. 0 1.6 692485 "0. 0115
05/11/92 159536036 1 2 . 0384 692485 *-0• 0115
05/11/92 15 . 53 . 38 10 . 4208 6.2485 m- . 0115
05/11/92 15 . 53 : 38 10 . 0256 6.2485 0-0. 0115
05/11/92 15 : 53 . 39 1+04 *976 6.24 5 _0. 0115
5/11/92 1.5 : 53 :40 106. 0128 692485 - * 11
5/11/92 15 : 53 :41. 107 . 0496 6*2485 -0. 0115
05/11/92 15 .53 .42 108 6*2485 a-0. 0115
5/11/92 15 : 53 : 43 1 9. 0368 6.2601 -0. 231
05/11/92 15 : 53 : 44 109 .9872 6• 485 �-0. 0115
05/11/92 15 . 53 . 45 111 . 024 6*2485 a-0. 0115
05/11/92 15 . 531 46 111. 9"744 6*2601. "0. 0231
5/11/9 15 . 53 : 48 11394432 6. 2601 �0. 0231
5/11/9 15 : 53 . 4 114 ■ 4 �. 24 -000115
5/11/92 1+5 . 53 . 4 114 *9984 6. 24 5 - i 0115
05/11/92 15. 53 . 50 1.16. 0352 6. 2485 - # 0115
05/11/92 5 . 53 . 5l 116.9856 6. 2601 -"`0. 0231
11/92 15. 53 52 1`18. 1088 6. 2485 a`0. 0115
05/11/92 15: 54 : 07 132 . 9696 6.2 5 -m . 0115
05/11/92 15: 54 . 2 2 148o0032 6. 2485 a-0 o 0115
05/11/92 15: 54 : 37 16390368 6. 2601 ' O o O231
05/11/92 15 : 54 * 52 177 o 984 6. 2601 o"0. 0231
05/11/92 15. 55 . 07 1.93 . 0176 6. 2601 '-0. 0231
5, 1.1/92 1+5 . 55 . 22 2 8 . 0512 6.2601 a-0. 0231
05/11/92 15# 55. 37 222 . 9984 6;2465 "'0• 0115
05/11/92 15. 55: 52 238. 032 6. 2601 ft-0. 0231
05/11/92 15# 56. 07 252 . 9792 6. 2601. "' . 0231
05/11/92 15: 56. 22 268 . 0128 6*2601 ewO*0231. +
05/11./92 15. 56# 37 283 . 0464 6. 2601 �0. 0231
05/11/92 15: 56: 52 297 .9936 6*2601 - 0* 0231
05/11/92 15: 57 : 07 31 * 0272 6. 2601 �0.0231
05/11/92 15: 57 : 22 327 . 97 4 6.2601 --0. 0231
05/11/92 15057037 34 . 008 6. 2601 - 0.0231
05/11/92 15: 5752 35 . 0416 6. 26 1 -0. 0231
05/11/92 1+ : 58907 372 . 9888 6. 2601 4-0. 0231.
05/11/92 1.5; 58; 2 2 388 o 0224 6. 2601 a-0. 0231
05/11/92 15: 58: 37 4 2 .9696 6. 2 01 -*0. 231
05/11/92 15: 58: 52 418 . 0032 6. 2601 *-0. 0231
-- 05/11/92 15 : 59 * 7 433oO368 6. 2 601 ow0. 02 31
05/11/92 15: 59: 22 447 .984 6. 2601 - 0. 0231
1
r
APPENDIX E
WELL LOGS
WELL LOG
PAGE 1 OF
COMPANY MONROE COUNTY MAI NTENANC-E .FACILI WELL. NO, MCI #
.8
PROJECT NO, MEl-619 DATE COMPLETED
LOCATION _15r -KEY_IIEIQHTS DRIVE GEOLOGIST,.niinnn MDR DU LL
��� � ^u iirrrrrr�rr
TA VERNIER KEY, FLORIDA
DRILLING CO. LA I D LA _E N V I N TA L $ERVIQES, INC.
i�nuuunnarx.
GEOLOGICAL DESCRIPTION
} - 3' FILL:
CONSISTING OF MINUTE
CRUSHED LIME ROCK
' ` 1 ' LIMESTONE: LIGHT GREY, HARD,
WITH SECTIONS OF CRYSTALLIZED
CALCITE.
i ' - 1 ' LIMESTONE. LIGHT GREY, HARD T
VERY HARD, WITH SECTIONS OF
CRYSTALLIZED ED CALCITE, CONTAINING
CALCAREOUS AND QUARTZ SANDS AND
PRESENCE OF MARINE SHELL FOSSILS.
t WELL LOG
PAGE 2 OF 5
COMPANY MONROE COUNTY MAINTENANCE FACILITY WELL NO. MW--9...
' A COMPLETED
PROJECT NO. ME1-619 DATE COMPLE D
LOCATION --lB6 KEY HEIGHTS DRIVE GEOLOGIST I IDRO DUQUE
TAVERNIEA KEY, &QLRIDA
DRILLING CO. IAIDLAW ENVIRONMENTAL SERVIQES, INC.
' GEOLOGICAL DESCRIPTION
' Q' - 2' FILL:
CONSISTING OF
' CRUSHED LIME ROCK
' 2' - 8' LIMESTONE: CREAM, MODERATELY HARD
TO HARD, POROUS WITH INCLUSIONS
OF FINE TO MEDIUM CALCAREOUS AND
' QUARTZ SANDS.
8' - 17' LIMESTONE: CREAM, HARD, IMBEDDED
' WITH QUARTZSAND. QUARTZSAND: CRYSTALLINE,
SURROUNDED, POORLY SELECTED.
1
1
WELL LOG
PAGE OF5
COMPANY 1 I R U 1TY MAINTENM.QE FACILITY WELL # ., ,11 W-1. ._.
R OJ ECT NO. MEl-619 DATE COMPLETED
LOCATION-186 KEY I EIGH ELIVE ,_._ GEOLOGIST.�nm RO WQUE,. r:.r_
_ TAVERNIER KEY.,.-FLORIDA
DRILLING CO., L I DLAW. E I I I —NTAL E R A ES j INC.
,__. .., ,_._�,� ^•...
GEOLOGICAL DESCRIPTION
' - 71 FILL.
LIMESTONE: GREY, VERY 1 HARD WITH
STREAKS S OR LAYERS OF CRYSTALLIZED
CALCITE.
' — 17' LIMESTONE: GREY, HARD, INTERBEDDED
WITH CALCAREOUS AND QUARTZ SANDS
AND INCLUSIONS F MARINE SMELL FOSSILS.
DELL LOG
PAGE 4 OF
COMPANY ,MONRQE COUNTY MAINTENANCE■ FACILITY WELL NO. W 11 C.
PROJECT NO. MEl-619 [SATE COMPLETED
LOCATION, KKY IQ�■ � GEOLOGIST ISIDBQ DUOUE
TAERNIER KEY, FLQ FID
DRILLING CO, LA+�DLAW.-EI IR— N M E.NTALa.ERVQE�. IN-- S�m.nn. m.u���n■nnn■ m,— ^ii.■n
GEOLOGICAL. DESCRIPTION
' - ' FILL.
CONSISTING OF CRUSHED LIME ROCK
AND QUARTZSAND.
' - 32' LIMESTONE: LIGHT GREY, HARD TO VERY
HARD, SECTIONS F CRYSTALLIZED CALCITE,
INCLUSIONS OF MARINE SHELL FOSSILS,
AND CALCAREOUS/QUARTZ SANDS.
DART SAND: CRYSTALLINE, MEDIUM,
SUBA GULAR, POORLY SELECTED.
KNELL LOG
PAGE 5 OF
COMPANY MOL413QEQQUNTY MAINTENANCEEAQILlTY _ WELL NO. M -12
PROJECT NO, MEl-619 DATE COMPLETED
ETED
LOCATION 1 QQ..KEY HEIGHTS DRY E GEOLOGIST laIDRO-DUQUE
TA ERNI R KEY, FLORIDA
DRILLING CO. L IDLAW ENVIRQNMENTAL SERVICES.
GEOLOGICAL DESCRIPTION
' , 3 FILL.
CONSISTING OF CRUSHED LIME ROCK
AND QUARTZSAND.
' 32' LIMESTONE: LIGHT GREY, HARD TO VERY
HARD, SECTIONS OF CRYSTALLIZED CALCITE.
INCLUSIONS OF MARINE SHELL FOSSILS,
AND CALCAREOUS/QUARTZ SANDS.
U RTZSA 1D: CRYSTALLINE, MEDIUM,
SURANGULAR, POORLY SELECTED.