SuRFACE WATER IMPROVEMENT MANAGEMENT Interim Plan
for
Biscayne Bay, Florida September 30, 1988
Appendices A-K
Prepared by the Staff of the South Florida Water Management District for the Florida Department of Environmental Regulation in Compliance with Rule 17-43 F.S. FA.C. and Ch 373. F.S.
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INTERIM SURFACE WATER IMPROVEMENT AND MANAGEMENT (SWIM) PLAN FOR BISCAYNE BAY
APPENDICES A -K
South Florida Water Management District
September 1, 1988
Ch. 373
WATER RESOURCES
F.S. 1987
·sociated natural systems. Hlatory.-s. 1, ch. 87-97.
373.451 Short .title; ·.legislative .findings and- intent. (1) · Sections 373A51-37;3A595 ..may be cited as. the. "Surface Water Improvement and Management Act." (2) Legislative intent.-The Legislature finds that the water quality ofmany.of the.surfacewaters.ofthe. state has been degraded, or: is in danger. of becor:ping degraded; and that the natural systems .associated with many surface· wat.ers. have been. altered .so that these surface waters no .longer .perform·. the important·func· tions .thatthey -once .performed. These.func.tions include: (a) Providing aesthetic and.recreational pleasure:·for ·· the people of the state; (b) Providing habitat .for native plants.; fish, and wildf life, including er~darngered and threatened:species; (c)·. Providin.g safe drinki~g waterrto·.the growing pop.• ulatiqn of the state; and (d) Attracting visitors and·accruir:~g other economic • . benefits; (3) · The Legislat~Jre>finds .thatthe.declining ,quality. of, the state's surface w.aters.has·been detrimental to the public's. right to enjoy these surface waters:and.thatit is the duty of the ~tate,· through· the state's agencies and subdivisions, to enhance the environmental and scenic: value of surface. waters. (4) The Legislaturefinds thatfactorscontributing.to · the decline in the ecological, aesthetic; recr~tioflal;·.and· economic value .of :the state's. surface wate'rs include:i (a) Point and nonpoint source pollution; and (b) Destructi'on of the naturaLsystems whictl·purify surface waters and provide· habitats; (5) · The Legislature finds ·that surface· water prob· . lems can be corrected and-prevented through plans and programs tor surface·water improvement· and· manageme·nt that are designed and .implemented by.the··regional water management districts; with the participation and COOperation Of. the state's ag_encies and lOcal gOV· ernments. (6) It is therefore the intent of the Legislature that each water: management district design and implement plans. and prog,rams Jor the. improvement..and manage~ rnent of surface waters. ' . . (7) It is also the. intent of. the Legislature,,that state~ wide research·be:condu·ctectto.provide·abetterscientif· ic understanding of the: causes and effe,cts.of surface water .pollution and. of the•destruction of.naturalsystems in order to improve and manage surface waters and,as·
373.453 Surface water improvement ·and manage• ment plans and programs.- . (1) Each water management district,. in cooperation . with the Department of Environmental Regulation; the Game and Fresh Water Fish Commission, and the De· partment of Natural Resources, shall prepare a.list, by Maret' 1, 1988, which shall prioritize water bodies of re~ · · gional or statewide significance within each water mali_. agement district. The list shall be based on criteria . adopted by rule of the Department of Environmental Regulation and shall assign priorities to the water bodies based. on their need for .protection and restoration. Criteria developed by the·Department of Environmental Regulation shall include, but need not be limited to~ con. sideration of violations of water quality standards occur· ring in the water body,, the amounts of nutrients entering the water·body and the water body's trophic state, the existence of or need .for a continuous aquatie weed control program in the water body, the biological cqndition of the lake, reduced fish and wildlife values, and threats to agricLJitural and urban water ·supplies and re_creational opportunitie$·;; The sum· of· $500,QOO. st1al!.. be, available from theiSurface Water Improvement and Management · Trust Fund to the Department of Environrrientai'Regula" tion forfiscal.year 1987-1-988 to be used cooperatively by the department and the water management districts to identify :and .prioritize.water· bodies. within •the ·district · that are of regional and statewide ·Significance .and in need of .restoration; In developing their respective priori· ty lists; water management-districts shall give consideration to the following priority areas: (a) The South Florida Water Management District shall·give priority to the restoration needs of Lake Okeechobee, Biscayne Bay, and the Indian River Lagoon sys~ tern and .their tributaries. · (b) The· Southwe.st.Fiorlda Water Management Dis. trict shall give priority. to the restoration needs of Tampa Bay and it~ tributaries. .. · (c) The St. Johns River Water Management Distrjct shall give· priority to the, restoration needs of Lak~ Apop· ka, the· Lower St. Johns River, and the Indian River . goon system and their tributaries~ .. (2) Once the priority lists are .established, the water management:districts, in cooperation with the Department of Environmental Regulation, the Game. and Fresh WaterFish·Commission, the Department of Naturai.Re· sources, an·d local governments, shall develop surface water improvement and management· plans for the water bodies. based on the priority lists approved by the . Department of Environmental Regulation. Eac;:h plan shall include.a schedule established by the water man· agement district and agreed to by the Department of Environmental Regulation for-restoring water bodies on the . priority list. These plans shall also enumerate preventive measures which need to be take'n to augment surface water .improvement andi management efforts. The De· partment. of Environmental Regulation shall establish a uniform format for such plans. The plans shall be re" viewed and, if necessary, revised annually by the water
A-1
La-
------------------W~AT~E~R~RE~S=O=U~R=C~E~S--~------------~----~C~h-·~37_3 management districts. Thes(:· plans shall incluoe, but not be limited to: (a) A description of the \'later body systern, its historrcal and current uses, its 11ydrology, and a history of the conditions which have It :d to the need for restora· liOn;
ing and fully d.escribes the. specific restoration activities proposed. (4) The governing board of each water management_ district is encouraged to appoint advisory committees as necessary to assist in formulating and evaluating strategies for water body protection and restoration ac· tivities and to increase public awareness and intergovernmental 'cooperation. Such committees should include representatives ofthe Game and Fresh Water Fish Commi.ssion, the Department of Natural Resources, the Department of Agriculture and Consumer Services, appropriate local· governments, federal agencies, existing advisory councils for the subject water body, and repre· · sentatives of the public who use the water body. (5) The water management districts may contract with appropriate state, local, and regional agencies to perform various tasks associated with implementation of the surface water improvement and manageme.nt plans.
(b) An identification of a II governmental units that have jurisdiction over the water body and the land within a 1-mile perimeter of the water body, including local, re· grottal, state, and federal un ts; (c) A description of adjacent land uses and those of tmportant tributaries, point ar 1d nonpoint sources of pol· lution, and permitted discha: ge activities; (d) A list of the owners of Joint and nonpoint sources of water pollution that are d 'scharged into each water body and tributary thereto and that adversely affect the poblic interest, including separate lists of those sources that are: . Hletory•..,-s. 2, ch. 87-97. 1. Operating without a permit; 2. Operating· with a temporary operating permit; · 373.455 Review (;f surface water improvement and and · . · 3. Presently violating effluent limits or water quality management plans.(1) At least 30 days prior to any public hearing on its standards. · · · · surface water improvement and manag~merit plan, a The plan shall also include a timetable for bringing all water management district shall transmit its proposed sources into compliance with state standards when not plan to the Department of Environmental Regulation, the contrary to the public interest. This paragraph does not Game and Fresh Water Fish Commission, the Depart· authorize any existing or future violation of any applica· ment of Agriculture and Consumer Services~ and th~ De· ble statute or regulation and does not diminish the au- partment of Natural Resources and shall transMit a sum• thority of the Department of Environmental Regulation; mary of the proposed plan to affected counties and mu(e) A description ·Of strategies and potent1al strate· nicipalities. A copy of the proposed plan shall be providgies for restoring ·the water body to Class Ill or better; ed to any affected county or municipality upon request. (f) A listing of studies that are being or have been (2) The Department of· Environmental Regulation prepared for the surface water body; shall review each proposed surface water improvement (g) A description of the research ·and feasibility and management plan for the purpose of determining: studies which will be performed to determine the partie· (a) Whether the costs described in the plan, as.pro· ular strategy or strategies to restore the water body; jected by the water management districts, are reason· (h). A description of the measures needed to man· able estimates of the actual costs of the programs in the age and maintain the water body once it has been re· plan; stored and to prevent future degradation; and (b) The ~ik~lihood of the programs in the plan result· (i) An estimate of the funding ne.eded to carry out ing in significant improvements in water quality in the the restoration strategies. priority surface waters designated inthe plan; and (3) Each water management district shall be respon(c) The combination of programs which can be fund· . sible for planning, implementing, and coordinating resto- ed based on available revenues within the Surface Wa· ration strategies for the priority water bodies within the ter Improvement and Management Trust Fund: district which have been approved by the Department of Environmental Regulation as water bodies of regional If the department determines that a plan or program and statewide significance in need of restoration. The does not meet these requirements, that the projected governing board of the appropriate water management costs are not reasonable estimates of the actual costs district shall hold at least one public hearing and public of the programs in the plan, or that a program in the plan . workshops in the vicinity of the water body under con- is not likely to result in· significant water improvements sideration as may be necessary for obtaining public in- in the priority surface water, the department shall recom· put prior to finalizing. the surface water improvement and mend modifications of or additions to the plan, or a pro· managem·ent plans for the water bodies on the priority gram thereof, to the district at the district's public hear· list. The water management district shall then forward ing on the proposed plan. a copy of the plans to the Department of Environmental (3) The Game and Fresh Water. Fish Commission . Regulation and to appropriate local governmental units. shall review each proposed surface water improvement By September of 1988 and each September thereafter, and management plan for the purpose of determining · the water management districts, in cooperation with the the effects of the plan on wild animal life and freshwater · Department. of Environmental Regulation,· shall develop aquatic life and their habitats. If the commission deter- · a funding proposal for the next fiscal year's water resto- mines that the plan, or a program thereof, has adverse ratlpn activities for priority water bodies which specifies effects on these resources, and· that such adverse ef.the activities that need funding and the amounts of fund- fects exceed the beneficial effects on these resources,
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~h.373
WATER RESOURCES
F·:S •. 198l
the commission shall recommend modifications of or ad· and receiving funds from the Surface Water. lmprov~ d1t1ons to the plan, or a program thereof, to the district ment and Management Trust Fund prior to March l. at the district's public hearing on the.proposed pfan. The 1988, for surface water improvement and management · comm1ssion shall also recommend to the district at the activities. district's publ1c hearing on the proposed plan any modi· (2) In developing implementing programs for their f1cation or addition to the plan, or a program thereof, surface water improvement and management pians, the which would result in additional· beneficial effects on water management districts shall consider the following wild animal life or freshwater aquatic life or their habitats. program recommendations for the use of funds for fiscal (4), . The Department of Natural Resources shall re· year 1987-1988 in the priority areas identified in s. view 'each .proposed surface· water1 improvement and 373.453: management plan for the purpose of determining the ef(a) The sum of $4,800,000 shall be available' for the fects of the plan on state-owned lands and on marine South Florida Water Management District for Lake and estuarine aquatic life and their habitats. If the de· Okeechobee. partment .determines that the plan, or a program thereof, (b) The sl:Jm of $2,000,000 shall be ·available for the has adverse effects on these resources, and that such South Florida Water Management District·for. Biscayne adverse effects exceed the beneficial effects on these Bay, of which up to $500,000 is recommended to ciean resources, the department shall recommend modifica· up the Miami River. The remainder of the funds avaiiable tions of or additions to the plan, or a program.thereof, are recommended ·for retrofitti.ng the 55 storm water out· to the .district atthe.district'.s public hearing on the pro· falls already identified .by the Environmental Resources posed plan. The department shall al$0 recommend mod· Management Department of Metro-Dade .County as if1cations of or additions to the plan, or a program there· posing the greatest threat to the Biscayne .Bay area or of, to the district at the district'.s public hearing on 'the for other .projects. or activities that will contribute to the proposed plan. · restoration of Biscayne Bay. · (5). The Department of Agriculture and Consumer (c) The sum of $1,500;000 shall be available for. the Services shall review each proposed surface water im· Indian River· Lagoon System, of which up to $17~,000 i.s · provement and management plan for the purpose of de· ·recommended for the Marine Resource CounciL F.or the· . · termining the effects .of the plan on the agricultural re· funds made available for this area and re66mmehded to sources of the area and the state. If the department de· be. used, 70 percent shall be available for programs of termines that the plan, or a program thereof, has ad- the St.· Johns River Water Management District and 30 verse effects on these resources, and that such adverse percent shall.be available for programs of the South.Fior· effects exceed the beneficial effects on these re- ida Water Management District. The secretary of th.e De· sources, the department shall recommend modifica- partment ·of Environmental Regulation shall settle any tions of or additions to the plan, or a program thereof, dispute between the two districts relating. to funding· al· .. to t~e district at the district's public hearing on the pro- locations. posed plan. The department shall also recommend mod· (d) The sum of $2,000,000 shall be available for the . ifications of or additions to the plan, or a program there· Southwest Florida Water Management District for Tam~ cif, to the district at the district's public hearing on the pa Bay and its estuaries, of which up to $850,000is recproposed plan. ommended for awater quality assessment and scientific (6) The water management districts, the. Departinformation compilation. mEmt of. Environmental Regulation, the Department of (e) The sum of $2,200,000 snail be available for the Transportation, the Department of Natural Resources, St. Johns River Water Management District tor Lake and the Department· 9f Health and· Rehabijitative Ser· Apopka. ·. . . . ·~i vices shall review their rules as they pertain to pollution · (f) The .sum of $2,500,000 shall be available for·th8 of surface waters to determine where· such rules could St. Johns River Water Management District for the Low· be strengthened to protect surface waters. The agen- er St. Johns River, of which up to·$1,000,000 is re~om· cies shall also review their enforcement ·programs for mended fc;>r stormw~ter cleanup based on Duval Coun· weaknesses in pursuing .violations which result in sur· ty's providing equal matching funds. · face water pollution. By March 1, 1988, the agencies shall report to the Governor, the Speaker of the House The amounts set forth in this subsection for the priority · of Representatives, the President of the Senate, and the areas that. are .unencumbered at the end of fiscal· year minority leaders of the House of Representatives .and 1987-1988 shall remain in the Surface Water Improve· the Senate, their findings and recommendations for rem· ment and Management Trust Fund and b~ available for the water bodies previously· assigned. · edies. (3). Each water management district shall prepare Hiatory.-,..s. 3, ch. 87-97. detailed plans for and shall implement the programs in 373.457 Implementation of surface water Improve.. its surface water improvement and· management plan ment and management plans and·programs.upon the: release of funds by the Department of Env.iron(1) The funds in the Surface Water Improvement and mental Regulation. Management Trust Fund shall be available to the water (4) Each water management district shall update an· management districts for detailed planning for and im· nually, .as necessary, its approved surface·water im.. plementation of surface water improvement and man· provement and management plan. If a district deter· agement plans. However, ss. 373.451~3'73.4595 do 'riot mines that modifications of or additions to its plan are prohibit a water management district from requesting necessary, such modifications or additions shall.be sub~
.:·
f.Florida. ··and· this r~le, the Department. will evaluate. each proposed/ Plan.
33
subm'itt'ed to 'the Department, no iater t:ha·n · 60 .1ays prior. to the District's public hearing.
35
The Plan ·shall be
Within 45 days after receipt of 'the
District s propos·ed Plan, the Department will notify the
A-ll
District in writing whether the District.s Plan is consistent
1
with the intent and
3
Laws of Florida.
pro~isidns
of this rule artd Chapter
87~97.
If the Plan is not consistent. the
notificatidn will include recommendations for modifications 5
necessary to obtain the Department'a concurrertce with the final plan. Specific
7
Author~ty:
Chapter 87-97, Sections 2 and 3, Laws of
Florida: 373.043. F.S. Law Implemented:
9
Ctapter
87~97,
Sections 2 and 3. Laws of
Florida History:
11
New
13
PART III 15 17--43.050 Release o:: Funds 17
( 1).
The Depar ~:ment shall release moneys from the Fund to each
District for the de•1elopment of Lists or Plans or implementation of their Approv.ed Plan or Programs.
19
(2) A Distric: requesting withdrawal from the Fund shall submit to the Department a resolution adopted by the District
21
governing board. ~re
23
T1e resolution shall certify that the moneys
needed to meet the .reasonably expec~ed cash needs of the
District within the next 90 days and will be used for either -25
Priority Plannirig or Program.•nd shall
27
i~plementation
·s9ecifi~ally
of an
~pprove~·Plan
or
include:
. (a) The amou.nt. of money being req.uested; {b) The total cost of the activity for which funds are
29
.
requested; (c) A statement that the District has deposited and
31
presently made available in the appropriate project account 20 percent of the amoLnt identified in (b) above;
33
(d) A descri~tion of the particular Ap~roved Plan or ~ro~ram
35
for which the moneys are requested; and
{e) A statement that the proposed use of requested moneys
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':
1
is consistent with the Approved Plan; Section 373.036, Florida Statutes (the State Water Use Plan); and Chapter 17-40, Florida
3
Administrative Code (the State Water Policy). (f)
5
The quarterly report required in Section 17-41.080(2).
(3) Within 30 days after receipt of the certifying resolution, the Secretary shall authoriz.e the release of the
7
requested moneys or shall notify the District in writing why the moneys cannot be released.
9
(4) District expenditures, for purp.oses set out in Paragraph
(1)
above, made after July 1, I987 1 t.oimplement the 11
'provisions of Chapter 8·7-_97. Laws of Flor:ida, o.r this rule shall be eligible for reimbursement from the Fund or may be
13
· app~ie~ to the 20 percent match required for subsequerit
withdrawals from the Fund. 15
Only upon w·r i tten. approval· o;f the
Secretary may projects· which were initiated p·r ior to July i. 1987 be eligible for reimbursement of expenditures incurred
17
after July 1, 1987 or be applied to the Distriit s 20 percent match requirement.
19
(5) Prior to Septembe.r, 1988, moneys requested for priority water
bodies ide~~ified•in Chapter 87-91, taws of 21
Florida
rna~
be approved and released by the Secretary within 30
days. uport receip~ of a resolu·tion by the District request.ing · 23
moneys, certifying that these moneys are designated for an Approved Plan or Program by the District s governing ·boad
25
cons.istent with Chapte·r 87-97. Laws of Florida. and that a 20 percent match has been provided by the District. (6) Any monies
27
r~leased
from. the Fund shall be
accourit•~
fo·r in a separate project account in a separate fund together 29
with the District s 20 percent .match requirement to proviie for segregated accountability.
·31
continuously in,vested and any accrued interes.t shall be credited
33
Any fund monets shall be
t~
the project account.
Specific Authority: . 373.026, 373.043, 373.114, Chapter
87-97~
Section 5, Laws of Florida 35
Law Implemented:
Chapter
87-97~
Sectiort 5. Laws of Florida
A-13
1
History:
New
17-43.060 District Share of Fund
~moont
5
Depar~ment
(1) The
3
of money specified by a District as
necessary for Priority Planning or implementing the Approved Plans or Programs.
7
shall not release more' than 80 percent of the
A District shall provide at least 20
percent of the amourt of money necessary foi Priority Planning or for implementing the Approved Plans or Programs. (2) Beginning-with the state fiscal year 1988-1989, any
9
_one 11
may not. receive more than 30 percent of the
Dis~rict
·in ~he Fund in any .lear unless otherwise authorized by law. Specific .Authority:
13·
Chapter 87-97,
Sectl~n
5, Laws of Florida:
Secti_on. 373.043, F.n. Law Impiement·ed:
15
money~
Chapter 87-9'7, Section 5, Laws of Florida
History:·
New
17-43~080
Reports
{!).·Beginning July 1, 1988 and each quarter
17
thereafte~
or as soon
thereafter as possible, the Department shall prepare · 19
and furnish to each District a financial statement providing . :th.e current unoblig1ted cash balance in the Fund for each
21
Distri.ct. ·· ·(2) Beginning with the initial
23
thereafter., 6ertified
25
~ach
-r~po~t
and
ea~h
quarter
District shall submit to the· Secretary_ a frJm the governing board of activities
conducted with Fund· moneys during the preceding quarteJ;, including, at
27
req~est,
le~st,
a brief description of projects being
implemented. a listing_ of receipts, disbursements.
Dist~ict
mat.ch, and project account status for each water body on the 29
Approved
Surfac~
Water_ Priority List.
(3) Any Fund moneys and related accrued interest 31
_remaining with the Districts on completion of an Approved Program shall be credited to the Fund or. upon the approval of
33
the
Secretary~
trarsferred to implement another of the
·_District's. Approve~ Programs for which monets were requested. 35
(4) I~ Janu~r~ 6f each year,· each District shall submit
A-14 \.
1
3
to the Se.cretary a progres.s report o.f activiti,;s condu~ted with Fund. and District match moneys during the
pr.ec.~ding
including a brief description of projects
bein~J
year.
impl~mented
for
each water body an the approved surface water priority: list 5
where activities have occurred. (5) The financial audit as requir'ed by
7
S•~ction
11.45(3).
F.S. ,. shall include a ~:tatement regarding the ))istrict 's compliance with all api>l icable rules.
g·
Specific Authority:
Chapter 87-97, ·Laws of Fl1>rida; Section
373.0.43. F •. s.
11
Law Implemented: History:
~hapter
87-97, Laws of Floriia
New
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A-16
State of Flonda DEPARTMENT OF ENVIRONMENTAL REGULATION
Interoffice Memorandum •
,., ,...,.,.. To Oltw .n. ~·,. __._ .._ _·.
:
=·
,...,
. a..
April 25, 1988
TO:
SWIM Team
F~OM:
Roxane Dow
SUBJECT:
SWIM plan format and SWIM budge.t request informat:ion· ·
FORMAT. .
.
Enclosed ·is a copy (Attachment l) of the Format For SWIM Plans.· prepa.r:ed by our staff. This document has been· developed to. clarify many of the concer.ns with. the previous· draft format discussion paper.. 1'he format for the devel.opme~nt .of· managemen.t p.lans, outlined in this document,· contains the· :basic needs ·necessary· for our understanding and review of. the plans. The plan format contained in this document is the uniform format required in 373.453(2) F.S. It ·allows you the. flezibili.ty for shaping the plan to fit the needs of the approved. priority wat·,er body. BUDGEI I would like to~call your attention to the fact that while the SWIM.Act lists funding recommendations totalling $15,500,000, the actual appropriation of funds totaled only $15,000, 0,9.0 .• This leaves a snortfall of $_500, 000 in the available fund·s:. This reduction in funds has been spread across the recommenda.tions contained in the SWIM Ae·t on a itrict · pe.rcentag.e basis. The attache4 summary (Attachment 2) lists the actual funds avai l_able for each area identified in the Act.
In order to simplify the process in; of District reque·sts for· .SWIM funds. tt·aff has developed several forms (Attachment 3) with approp.riate instructions to be used in request in; funds. These forma .are similar to those used by some· of the Districts, but have .been modificad to provide DD with only the inf_ormation actually needec!to process a fundin9 request.· The completed · .forms should be accompanie4 by supporting documentation such as copi_es of contracts and/or reference to approved plan/program. activities., as approp.riate. In the case of capital. equipmon; .• funds made a.vailable under the SWIM: program are. to be usee! -o imp.rove the water quality and management of priority water
A-17
/.
. I.··
bodies. beyond.the .. ievel obtainable with previously available reso~rces. Capital equipment proposed to b~ ·purchased with SWIM ftirids must be used to directly enhance specific.SWIM plans/programs. In ~he case of shared use of equipment between rtormal District activities and SWIM activities reimbursement should reflect the percentage of ~se allocated to SWIM. activities. Reimbursement for equipment purchases is not normally anticipated to include equipment purchased-by a Water Management District for routine usei equipment.purchased pre~iously by a District which is in need of replacement, or ·equipment purchased to meet DER permit conditions. In order to evaluate proposed equipment purchases and dete.rmirle if they represent an appropriate cha~ge to the SWIM Trust itirid . we. are requirin_g a justification of all equipment purchases with a per item cost of $200 or more. ·The justification should clearly explain why the item in que~tion is essential ~o success of the plan/p~ogram for which it is· beirtg purchased. In the ca~e of ap~arently routine pieces of equipment such. as vehicles and boats, replacement of existing equipment, or eq'uipment required by a DER. permit the justification must include the reason wh~ the item is being charged to the SWIM T.rust Fund and ·not to the normal District budget. These · justifications should be concise and to the point with an anticipated maximum length of one-half ~ page.
'
_,
,..-·
A-.18
Attachment 1 April 45, 1988 tormat For SWIM Plans
. i
Backgrouno The SWIM Act requires DER to establish a uniform·· format· for SWIM. plans. ·In addressing this requirement,· it is DER intent to provide the flexibility .needed to accommodate particular citcumstances of .individual water m~nagement . districts and.still provide for DER review as required by the· Act. . .. The. following is a suggested outline for ·:sWIM plans~ It is· a guide to the perspective that SWIM plans must provide _in· ord~r for DER to cerry out its review responsi~ilities. :rt is anti·cipated tha.t specific water.body ·p'lans would be o.rgan~zed on the basis of· the uniq.ue requir;ements for. resto;ing/pro.te6ting ·. the waterbody, but that organization-should piovide art.ability to. clearly address the topic areas outlined .. below. ·
I .
....,....,....,.......,...._.&;a.IIOiollloloLII......,_
This part of the ;plan:: shou~c! provide ·a. coneise.CIIummary ! (descri.ption) of the ··.total .\plan, . incluc:Sing .pri~rity. issues affecting ma·nagement of the waterbody; the strategies for deal.ing ·with the issues; the. pr.Q(j;ams for carrying out the strategies; :al'ld .pr.oj;ects included in .the variQ""'s pro.grams •. In addition to summary text, it :.should contain aif . organizational .diagra·m of ,·the pla~ .components. and program frameworks (e.g., . relat-~onships dea.cr.ii:pti·,on. of ·the ·:ci r.cwutancea which thr,eat,en its condition, .and :any .unique ·usea to be pro,tec:te4 •
A-21
. (3)'
An ·identifi.cation of all governmental units having jurisdiction over the water body and the land within it~ watershed or a one mile perimeter of the water bcdy, whiche.ver is greater, including local, regional, s~ate and federal ~nits. This identification should include a map(s) showing the geographic boundaries of city and county government units and an outline of the· types of· authorities exercised by each U·nit (e.g., stormwater permitting, wetlands protection ordinance, sp~cial zoning, land acquisition programs, etc.).
(4) A· d~~cription ~f adjacent.land uses in the watersh~d in terms of their effects on wat•r quality, h~bitat and health of the aquatic system, including the information source and date of compilation. Describe· point and nonpoint sources of pollution, and ~ermitted discharge activities. This should include maps/tables in adequate detail to provide understanding of the ~xtent of land uses and location· of point· and nonpoint sources.
*
(5) A list of the owners of point and nonpoint sources of pollution that discharge into the water body or tributaries thereto ·and that adversely affect the public interest (by causing or significantly contributing to violations of water quality standards). Include separate lists of those sources that are operating without a permit, operating with a temporary operating perrili t, a,nd those presently .· violating efflu•nt limits or wat~r·q~ality standards.
*
(6) A list of studies that are being or have been prepired for the surface water body.
* NOTE:
Annual upda.te required • .
'
. IV; Strate·gies
,... ..
This portion of th'e plan should adcSreaa requirements of Ch. 373.4.53(2), . (e),(;),(h), and (i), r.s. In doing so, it should discuss needed changes to current management approaches and sp•cific atrate;iea to.be used to reatore/conaerve the waterbody •. This diacu11ion should include specific plan objectivea, with tilla frames. The level of detail of this discusaioa aa7 vary depending on the complezity of iailues associated with a given waterbody. In the case of a large waterboc!y wi.th complu .programa, it would be beat if this . discussion simply provided the framework for understanding discussions of specific programs/projects provided in separate -appendices. In a simpler case this discussion would go into the detail. of apeci.fic programs/project• 11 outlined in ~~•m v, below. Ezamplea of. strategy area a inc;lude: improving
A-22
compliarice ~onitorin~ and enforcemerit, local technical assistan·ce and interlocal agreements, applied research, restoration act:vities, etc.
Minimum :on:ents of ·this portion of the plan include: •
(l) A list and-current status of active restoration or conservation projects initiated prior to July 1, 1987
for the surface water body, includitig efforts·being conducted by other agencies . This:should include a discussion of the. funding level for -these· projects and . how they will be coordinated with· SWIM-funded . activities. This listing should be updated on an: annual basis to provide an accuraterpicture .of all activities being conducted·relati~e to a spicific water body. (2) For "res~o~ation" waterbodies, piovide a.descri~tion of the research and feasibility studies which will be perf·o.rmed :to determine. the particular stra·tegy·c:or. strat.egies to restore the wate·r. body. · · (3) A description of the stratec;ies and·pot,ntial strategies that the water :management·.· clistrict will. use for· r·estoring the water '.body··.. to Class III or better or for prot.ecting the waterbo.dy.• · · ( 4) A clesc~iption. o.f the·:.meas:ures ~·needed .to man~ge\and ·. ·.. maintain t.he .water body once,lt has;:been"restorec!'·::and · to prevent~ future degradation. • NOTE.:
Annual update required'•,
,.
V.
5peq~Jie
As
n.oted .'.abo'l.e;, this< discussion mayet elev = ·elevatron
22-ft
X
1 Sft
Optimum Stage Desi~nHW · Desi~n TW Stage ( t NGVD) Stage ( t NGVD.) (ft NGVD)
3.0
2.5
Crest rgth =88ft Crest elev-= 1.1 ft NGVD Gated Culvert 4.0 6.0 3-84mx172ft CMP {Not fixed Used for (Not frxed Used for nvert elev = -3 Oft NGVD regulatory or water regulatory or water supply d1scharges surlply drscharge-s from CA-38 to C-6} . from CA-38 to C-6) Gated Culverts 3-84rr: x 288ft CMP nvert elev =-5 Oft NGVD Culvert 1- 72''x40ft CMP nvert elev = -2 .Oft NGVD lgtll = Length TW =Tail water 0 = drscharge in ds
-2.0
Design Q (cfs) -·
4780
Peak Stage (ft NGV ) and Q (cfs)
Q = 4l00 -·
9/19/64 '
700
6.8
9/8/65
HW=3.88
TW= 6.59 Q = 1090
711/82 3120170
560
(L-30 borr()wcanal)
6.8
HW= 6.59
7/1/82
(L-30 borrowcanal) .CMP =Corrugated metal p1pe HW =Head water RCP =Reinforced concrete pipe . CFS= Cubic feet per second ft NGVD =Feet relatrve to Natrona! Geodetr rJ1cfi nt:ai'n! the opti rrfu·m 1 stages\ ~r"f the~ c.a·n·als·• i~!1·: th·o·se ·bas.i~ns:' a'nd to recharge: wellf1e'lc:f's, near €-9. C-4 and C-5 dtschar,g:e; to· tidewater· .. tn . C-6 downstrea·m of $;..26~ . . ·
C-6 begins· at S-31 at th'e interse'ctio'rt o·fr~-3o~and~ t-33' justw·estof State Road' 27. Flow inthe·c:a·n'af:iS,t() the:s&utheast with~disch~'rgevia:,S-26·to· Biscayne· Bay just· north of U:.S~ Highway 41lr. · . There' are four Project' in''C-6at the 36th, Street cross·ing. This structure: . controls,stage's,irlC-6, and,it"reg·utates·discharg'estt> tidewater. A headwate·r. stage i.s.maintained by S-26 adequate. to·~ptevent intrusion· of saltwater into lotal grou:ndwater. S-31 is~- gated spillway' in L-~3at the westend·ofC-6·. It is used to supply·· water from Wate·r Conservation Area (WCA) 38 to the C-6 basin directly·, to · the G-9 basin'by:way of S•32 and thEtL-33 borrow canalj a,nd to the· C-7 basin by way ofc . . Ga·nd 6•72 ,. · · .
.B-27
C-6 Basin- continued
3.
G-72 is a gated culvert located in C-7 at the bifurcation of C-7 and C-6. It is normally closed and acts as a divide between the C-6 and C-7 basins. It may · be opened to supply water from C-6 to C-7 when the stage in C-7 is below optimum.
4.
S-32 is a gated culvert located in the L-33 borrow canal north of C-6. This · structure (~long with S-30 and S-9XS) is used to regulate the stage in the L-33 borrow canal to control seepage from WCA 38. The structure is also used to ·supply waterto C-9 from C-6 by way of the L-33 borrow canal and S-30, during th~ dry s~ason when seepage to the L-33 borrow ca·nal may not be adequate · to supply the C-9 basin with water for irrigation and to maintain the optimum . stage at S-29. ·
· 5.
S-32A is a gated culvert in the L-30 borrow canal south of C-6. It is always ·closed and acts as a divide between the C-6 and C-4 basins. Design criteria for the structures in the basin are given in Table 4.
, If the stage in C-6 is high enough, up to 50 cfs of water flows from C-6 to C-7 by way of the bo.rrQw canal along the Palmetto Expressway. · The portion of the C-6 basin upstream of the Florida East Coast Railroad is in . Area B (Appendix 2). Area B is poorly drained and is subject to severe limitations on development. . Comments on Design and Historic Operation
· C-6was designed to pass 100 percent of the Standard Project Flood from Area A (downstream of the Florida .East Coast Railroad). The design flow for the canal is
·, 3470 cfs. Of this flow 1240 cfs is for runoff from the 11.6 square miles of Area A and 2230 cfs is for runoff from the 40.square miles of Area B. . . . S-31 is opened when normal drainage is not adequate to supply water via C-6 to ~ellfields in Hialeah and Mrami Spring_s. During the dry season months of M_arch, Apnl, and May up to 500 cfs have been d1scharged to c~6 to recharge the wellftelds. · With the opening of the Northwest Wellfield, the demand for pumpage from the . Hialeah and Mi~mi Springs w~llfields will be reduced. Consequently the distributi·on of surface water diverted for groundwater recharge of wellfields wiU · change. Water will be diverted from WCA 38 to the NorthwestWellfield by way of the L-30 borrow canal, and an enlarged Dade-Broward levee borrow canal (see Comments on Design an~ Historic Operation for C-4) · S.-31is also used to make discharges of excess water from WCA 3A to tidewater . when the stage in WCA 3A is above its regulation schedule. Water is released to WCA 3B from WCA 3A by way of S-151, and then released to C-6 from :WCA 38 by way of S-31. Discharges of up to 1000 cfs have been made. .. .C-4 and C-6 are connected by the Florida East Coast Railway borrow canal that runs ·north-south along the west side of the Miami International Airport. It is P4JSSible to pass up to 100 cfs south from C-6 to C-4. · . Bac;kpumping of the runoff from the Area B portion of the C-6 basin has been proposed. The plan calls for pumping 3200 cfs into WCA 3B ... A design section and hydraulic profile for C-6 has been calculated for this rate of pu.mping. .
B-28
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MILES
Cl ·C-6 BASIN ,f=IQURE 10 C•8 BASIN· L-OCATION MAP
B-29
10
ll!l!l!llll!!ll!!ll
C-6 ..... 44.000 ACRES
LEGEND -BASIN
-
0
I
1
2
~·
MILES
Cf'\HAL COUNTY
3
LH ·--~ B SPILL \r't.Y
£ A CULVERT
•/j,
VEIR
mPUMPING
FiGURE 11 . C-8 &AIIN MAP
f21l
B-30
STATliJN
TABLE 4.. C-6 Basin Structures- Design Criteria Structure
Type
S-26 Stage divide.
Sptllway. 2 gates. 26ft X 14.1ft Crest lgth = 52ft Crest elev =-10.1 ft
Optimum Stage ..· DesiJ.n HW Desi~n TW (ft NGVD) NGVD) Stage ( t NGVD)
Stage(~
~A
·-:--:-2.5
3~9
Design Q (cfs) 3470
Peak Stage. (ft NGV ) and Q.(cf~) HW:S.l4 Qds= 1900
9/8/65 10/2/59
HW- 3.19ft 0= 1668
4/24/82 4/26/82
Qups
=515
9!W65
NGVD
S-2SB
Stage divide
..;>-.
G-72 Divide C-7 and C-6 basins ·OJ I
w __,
· S-31 Controls outflow from CA-~B to C-6 ·s~32A
Divide C-6 and C-4
Spillway. 2 gates. 4.14.4 22ft X 11 9ft Crest lgth =44ft. Crest elev =- 7.9ft NGVD Culvert 4-721n X 75ftCMP · Flashboards Var1able Invert elevs = -2 44to-1 97ftNGvD Gated Culve~ 6.0 4.0 ~·84rnx172ft !MD (Not ftxed Used for (Not frxed Used for regulatory or vvalE•r regulatory or water nven elf:'v =-3Oft 1\JGVD supply dtscharges supply discharges from CA-38 to C-6} from CA-38 to C-6) Culvert 1· 54tii x 102ft CMP ;.:N~ver
2.8
2000
(Divtde stru·may·be opened as:neCf!SSa:ry·to,.dilute.the · ·· poor quality water and to "flush'' outthecanal.. · ·
S-336 is a gated· culvert '-located in c... 4 just west··of:,Krome", Avenue·. ·:This· . · structure is· ordinarily dosed.· It is·:· opened ·to·supply ·wat.e·r·:·from the· L-31N borrow canal to C-4, and to C-2. and C•3; when the stage in -C•4.at s.:25B,·.·or in C"2 at S-22 falls ·.below 2.8 ft N.G\10: and no··water·Js.. available.· ________ e~4'•:1A·IIN\·\L.OC.A;'fiJON:iiMAP' . -----. .
.
..
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.
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M IL[S
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.,
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.
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L-31N
.,.
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(I)
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B-36
TABLE 5. C-4 Basin Structures- Design . . Criteria Ty·pe
Structure
i
Design HW. · · Design TW Optimum Stage . . . .f Stage (ft NGVD) Stage (ft NGVD)' (ft NGVD) Destg.n Q (c s)
s:.2s
S~25B
S-25A ,. Divide structure
between
OJ
C-4:and c-s S-32
I
_ Water supply to C-9 S-336 ; Water supply., South ' Dade •=rHHS)
oc,- downstream up~= upstream
8/81
C-102 BASIN
Oescripti~n
of the Basin
. The C-102 basin has an uea of approximately 25.4 square miles and is located in southeastern Dade County (Figure 24). The basin boundary relative to local roads and landmarks is show·n on 1\lap A. A schematic map showing the basin boundary, canals, and structures is given in Figure 25. There are two Project f:anals in the C-1 02 basin: C-1 02 and C-1 02N. These canals have three functions (1) to provide drainage and flood protection for the C-102 basin, (2) to supply Wdter ~to the basin for irr.igation, and (3) to maintain a groundwater table elevatic.·n adequate to prevent intrusion of saltwater into local groundwater. Water is su:oplied to the C-1 02 basin from the South Dade Conveyance System (SDCS) during periods of low natural flow. . . C-102 begins in the L-31N borrow canal one and one-half miles south of Richmond Drive. Flow in th .~ canal is to the southeast with discharge via S-21 A · to Biscayne Bay north of Fender Point. C-102N is tributary to C-102. It begins at S-195 northwest of the intersection of U.S. Highway· 1 and Silver Palm Drive. Flowin . the canal is to the south to the canal's confluence with C-102 just south of the West Dade Expressway crossing of C-1 02N. ' . During normal operati,>n,. the 9.4 square mile area adj~cent to C-1 02 west of Krome Avenue drains to the ·~ast via C-102 to Biscayne Bay. During flood conditions S-194·is closed and this area drains to the west to the L-31N.borrow cana1 and the C111 basin. · · There are four Project 31N'borrow canal and:the C-111 basin. There are five Projectconttol·::.structures in;the~c~103i basin: ·S.-20F, 5-179, 5""167, . S-166, and S-194. 1.
5·20F is a gated spillway'located::in c:.:t03::one mil·e·,.west·of, Biscayner'Bay: It controls stag:es' in the lower -reach of c.;;:103,:,;·and . it' regulates: discharges to tidewater. A headwater stage.,is··ma'i'nta'ined :by S~21A adequate to prevent saltwater intrusion into locaf::groundwater. . · .. .
2.
5-179 is a gated :spillway: located "in C.;tQ3just~west of Tallahassee Road. :It controlsthe·st~ge in the middle'.reach;of '~.C-103 and·in thelower rea~hes·of C-1035 and c~l03N,·.:and itre'gutatesdischarges,tothe lower reach ofC-103.
3.
S-167- is a gated·;spillway located···in C-103 justw.est,of Tennessee Head. It co.ntrols stag'eS'in the uppert~each:of C-103, and itcontrolsdischarges·to the mtddle reach ofC-103. , -·
4.
5-1:66 is a gated spiHway located in c~l03N.just:\vest ofU.S. Highway 1. It controls stages in the upper -rea·ch: of c~l03N, 'and it controls dischargesto the middle reach. of.C-103.
B-67.
'
,,,
C-103 Basin- continued
5.
S-196 is a gated culvert located in C-103 just west of Richard Road on the divide between the C-111 and C-1 03 basins. The structure is normally open to supply water to the C-103 basin from the L-31N borrow canal. During . flooding the gates at S-196 are closed to prevent water from passing from one basin to the other. Design criteria for the structures in the C-1 03 basin are given in Table 12.
Comments on Design and Historic Operation
5.2 square miles of the C-103 basin in the Homestead and Florida City area are not drained. At the time C-1 03S was constructed, the city commissioners of · Hqmestead and Florida City declined to have the canal constructed within their respecti~e city limits. The cities were advised at that time that any drainage problems would be their responsibility. Both cities have more recently considered construction of storm drains ~o alleviate flooding that occurs during severe storms. No action has been taken to date.
B-68
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28 :.C~103>'·BA81N .LOCATION·· MAP
B-69
10
ll!lll!llllllllllll
C= 108 ·'-26.000 ACRES
r-
,,' ,,'
,'
,~PORTION or r ·Ill '
~ ~~ I -1
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,'
OR
~·103
Bflt->v =- elevatron
8118/81
3.2
S-166 Stage divide
35ft NGVD
HW- 3.05 (stor'm Dennrs)
12ft>< 7ft . trestlgl.ll=-1.:2ft. ·Crest elev =' c0.5ft NGVD
Invert elev= · 2 5 to
(ftNGVD) and Q (cfs) TW="-0,5 Q= 5780
2.2 (Wet Season)
Crest lgth =75ft. Crest elev 9Oft NGVD
Peak Stage
420
HW=6.84 TW= 5.90 · 0=653
8/18/81 8/18/81 8/18/81
{storm Dennrs)
200at ·1 t(drvidE- st rue1 ure tlosed durrng storms)
lMP- corrugated metal prpe HW- Head water RCP = Rernforced concrete prpe CFS. ~ Cubrc fe.et per second ft NGVD =Feet relatrve to Natrona! GeodetK Vertrcal Datum
HW=8.75 TW-7- {l:lpdgr ·water) .{storm' Denrm) ds-' downstream ·ups= upstream
8/81
NORTH CANAL, FLORIDA CITY CANAL, MODEL LAND AND HOMESTEAD AIR FORCE BASE BASINS
. Description ofthe Basi tis The area occupied by the Homestead Air Force Base, and the area south of the C-103 basin, east of Old Dixie Highway and Card Sound Road, and west.and north of L-31 E is drained by five existing Dade County canals: 1. The MilitarY. Canal which drains the 4.7 square miles of the Homestead Air . Force Base (Figure 28) · . · 2. The North Canal which drains 7.8 square miles (Figure 30) 3. · The Florida City Canal which drains 12.5 square miles (Figure 32) 4. The North Model Land Canal and · 5. The South Model Land Canal which together drain 28.1 square miles (Figure 34) · The basin boundaries for these four basins are shown on Map A. Schematic maps of the Homestead, North Canal, Florida City, and Model Land Canal basin boundaries, their canals, and their control structures are shown in Figures 29, 31, 33, and 35, respectively. · Drainage from Homestead Air Force Base is pu.mped into Military Canal just west of Allapattah Drive. The canal flows due east discharging into Biscayne Bay via s~2oG.
The North Canal·and Florida City canals drain to C-103 via the west borrow of · · L-31 E. This adds ·approximately 26 square miles to the basin served by S-20F. North Canal parallels North Canal Drive beginning at the south end of C-103S and ending in the west borrow canal·of L-31 E. The Florida City Canal is one mile south of and parallel to North Canal. It flows from U. S. Highway 1 East to the east, to the west borrow of L-31 E. . . The land within the Model Land basin drains to the west borrow canal of L-31 E. Water in the west borrow canal of L-31 E is passed through L-31 E by way of S-20. The water is routed to the south around the cooling basin for the Florida Power and light Turkey Point Power Plant and is discharged to Biscayne Bay. All of the operational Project control structures (S-20G, S-20F, and S-20) in these basins provide water surface elevation control upstream of their locations in the canals in which they occur. S-20F is actually in C-103; however, since the Florida City Canal and the North Canal are connected by open channel connections with the L-31E borrow canal which, in turn, joins C-103 by an open channel connection . upstream of S-20F, the structure effectively controls water surface elevations in the Florida City and North Canals. The design criteria for the structures in these basins · · . are given in Tables 13,.·14, and 15. · .Comments on De'Sign. and Historic Operation The Model Land basin was to have been drained by two canals, C-106 and C-107. These canals would have been aligned due west from S-20A and S-20 respectively. The canals were never built. S-20A is not operational,. and S-20 is used to pas~ the flow i.n the Model L~nd canals to tidewater. ' .
B-72
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Lvn0~~/ sEZJi'c·HOMESTEAD BASIN
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··FtQU'RE'':'JI'>:>HOMI!IT!:AD·IA&IN· LOCATION!'MAft ....
·····-.------·--·------------.- ··-·
·---
. · · · · · - - - - -...
· B-73
-----
··-···-----
. _ . _ _ _ _ ; _ _...
-----·--··--·---
HOMESTEAD·· ~
3.000 ACRE.3
CANAL
S20G
I
LEGEND -BASIN . -~ANAL
:,.·
.
·0
·1
2
3
[.....____·..--'-----8---'---1---JI
MILES FI~.UAE. 29 HOMESTEAD BAHIN MAP
B-74
· COUNTY LINE ---AREA B ~ SP!LL'WAY
A_
CULVERT
~ \IEIR ~PUMPING
~
STATION
.
TABLE 13~ Homestead. Bas~n Structures- Design Criteria Type
S-20G
)p1llway".l gate
Stage divide
,'h'";· · ,ches;.:; .. ft = 'reet ·
~l~v
Peak Stage (ft NGVD)
Structure.
= e·leva,~t()ll
..•
· .· and:Q (ds} 2:0_ ··.,. ..
25ft X 12 .3ft , . Crest lgth =25ft _(rest elev = -8.3ttNGVD lgth·= le.ngth TW ":::''railwate•
Q'= discharg-e in cfs >• . "'"',..•'· '··..·. ' . ' ~--~->.
'~
·~'"
:~
r ~-
·; ~'"')''."~
f:QJqry~eil_~oril
2.0;(\llie~ Season}
90Q_
8/17/81 8/16/81
~!19/~l
..
CMP =Corrugated metal p1pe · · ··"HW= Headwater RCP = Rem forced concrete ptpe CfS = Cubic feet per second ft __~_yg = ~~~! L~!~t!."'.~!C?.-~-~!·~-'Y~' GeO
..
'ds·= downstream ups upstream
=
c. •
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!%1 NOR'm CANAL BASIN FIQURE 30 NORTH CANAL BASIN LOCATION MAP
B-76
I
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10
1!11111111111111111
MILES
c~~NAL
NORTH ~
5 . 000 ACRES·
S20F·
.
I·
.
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·o
1
L .IE
2
3
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__ COUNTY LINE .: --AREA B
· ~: SPILL \1 AY
. A,CULVERT
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~·PUMPING
~·
B-77
STATION
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MILES.
ED FLORIDA CJTI FIGURE 32
5
BA~~IN
FLORIDA CITY. CANAL BASIN LOCATION MAP
B-78
10
.__I_ __..11........ 111......_!11......... !11.....,.1111.......,1111
MODEL LAND I
j
NDtHH MODEL
· 1-- ·-~~·~_.·:C_AN_A_L_._
... ..----w
I
LEGEND .
..-..BASIN
-.·. ·CANAL COUNTY
0 1 2 3 . I.____§L..._,.........~_,.§~~----.-.-..~1 . MILES
· LINE - .... AREA B ~ SPILLVA.Y
A ·cULVERT /1· \IEIR m PUMPING
FIQURE 35 MODEL LANC CANAL BASIN MAP
B-79
~
STAT~
. TABLE 14. Model Land Canal Basin Structures- Design Criteria Structure
Type
S-20 Stage divide
Spillway, 1 gate
S-20A Stage divide m - mches ft = feet elev = elevation t:O I
16ft X 11.4ft Crest !gth = 16ft . Crest elev =-7 .4ft NGVD
Optimum Stage Design HW Desi~nTW. (ft NGVD) Stage {ft NGVD) Stage ( t NGVD)
Desig·n Q (cfs)
1.0
450
1.5
Spillway, 1 jate 16ftx13.ft Crest lgth = 16ft Crest elev = ·9.3ft NGVD tgth - Length TW =Tail water Q = discharge in d!i
1.2 (Dry Season)
1. 5 (Wet Season)
Peak Stage (ft NGV )
and Q (cfs) HW-2.78 TW = 2.31 Q= 740
8/19/81 8/19/81 8/20/81
--Never Opened-HW =Head water CMP =Corrugated metal p1pe RCP =Reinforced concrete pipe CFS = Cubic. feet per !.econd ft NGVD =Feet relat1ve to Nattonal Geodetic Verttcal Datum
d!i = downstrearr. ups= upstream
TABLE 15. North Canal and Florida City Canal Basin Structures- Design Criteria
CX>
0
Structure
Type
S-20F Stage divide
Spillway. 3 gate~ 25ft X 13ft Crest lgth = 75ft. (rest elev =-9Oft NGVD
tn - mches
ft ,., feet
elev = elevat1on
lgth -length TW =Tad water Q = dtsc.harge tn cfs
Optimum Stage Desi~n TW Desihn HW (ft NGVD) Stage ( NGVD) Stage ( t NGVD}
1.9
1.4
1.4 (Dry Sea!>on)
Design Q (cfs) 2900
2.2 (Wet Season)
·-
HW- Head water CMP """'Corrugated metal ptpe RCP =Reinforced concrete pipe CFS = (ubi< feet per sewnd ft NGVD =Feet relattve to Nat1onal Geodetic Vert teal Datum
Peak Stage (ft NGV ) and Q (cfs) HW=3.05 TW = -0.5 Q= 5780
8/18/81
(storm DPnnis.) · ds- downstream ups= upstream
C-111 BASiN Description of Drainage Basin The C~111 basin ha.s an area·ofapproximately.lOO square. miles·. and is.located in southern Dade County (Figurei36); The basin boundary relative to local roads and landmarks is shown on Map A. A schemati: map sh:Jwing the basin boundary., · · canals, and control·structure is given·in Figure 37: There ·are five operational Project canals in the C~ 111 basin:· C~ 111, C-111 E, C-113, the L-31 N borrow canal., and the L'- 3 ·1w borrow canal. These canals have three functio'ns:: { 1) to provide drainage and flood protection for.the C-"11'1 basin;' (2) to suppl.y water to the C-111, C-102, .and .C-103 ba:;ins, a·nd to the Everglades·. National Park (Le., to Taylor Slough ·and thE Panhandle of the Park); and ·(3).to mai·ntain a groundwatertable. elevation near the lower reach ofC .. 111 adequate to·. prevent intrusion of saltwater into local groundwater. Wate·r .is supp'li.ed. to· the C-111 basin by the South Dade Conveyance·: System :(SDCS) by way· of .the L.o31N · borrow canaL The L-l1W borrow canal is us·ed to m·ake water deliveries to· Taylor Slough in Everglades·National Park by way of S-332 and S-175. Water is discharged.· to the Panhandle ,of the Park' by· way.a.,series. o.f·gaps in.: the south berm·:.of c~.111 between S·18C and S-197. · . The L•31 N borrow canaLis part of the SDCS for delivering water to basins. in south Dade County from the Water Conservatio.n Areas to the north~ It is aligned north-south along the west sides.~ofthe C-1 and .(.. ll:J basin.s. ·.. The borrow canal enters the C-J 11 basin at 5,173 just north oi Richmo-r1d.Drive; 0ne mile north of · Mowery Drive·the borrow .canal.discharge.s :to· .(...1;·1·1 by .way ofS~176 and to: the L-31Wborrow canal bywayofS-174. Flowin1:he canaLis:tothe south. C-111 begins at S-176 one mile, north .of Mowery Drive; Flow· in the canal is to the south with discharge via S-197 to Barne.s:Sound·.east.ofU:S. Highway l. C-1llE and C"-113 are tributary to C~ll1. C-11:1 E be~Jins·at.State·Road 27~. four-tenth of a . mile westof Country Club Road .. The canatextends':three: miles to the south to its · open channel. connection with .cq lJ. Flow in.:the canal. is to the south.: C-113 begins at Richard Road one-quarter mile nort1 of Mow.ery Drive; The canal extends· to the west to its open channel connection .'\/lith (.;;111 just downstream .of S-176. Flow in the canal is to ·the west;· The L-31W borrow canal is.part.of the SDCS. It' is aligned .along the west· boundary of the Frog Pond agricultural .area: on. the west side of the C-111 basin. This borrow canal begins at the southern end of the L-31 N borrow canal and is . connected to the L-31 N borrow canal by way of S-174~ The borrow canal discharges·· to TaylorSioughbywayofS-332 and S-175. · · There are two other Project canals conn ected.:to,the L-31 N borrow canal: · C-102 and c~l03. C-102 makes an open channel connection with~. the L-31N borrow canal one and one~half miles. south of Richmond Drive. The canal is aligned east-west and leaves the basi.n at S-194 at Krome Avenue During normal operation, the 9.4 square mile area adjacent to C-102 west of Krome Avenue drains to the east via
B....81
C-11l.Basin- continued
C-102 to Biscayne Bay. During flood conditions S-194 is closed and try·is area drains to the west to the L-31 N borrow canal and the C- 111 basin. . · C-103 makes an open channel connection with the L-31N borrow canal one mile west of Loveland Road .letween Bauer Drive and Epmore Drive. The canal is aligned east-west and leave~ the basin at S-196 at Richard Road. During normal operation, the 4.5 square m· le area adjacent to C-103 west o·f Richard Road drains to the east via C-103 toBiscdyne Bay. During flood conditions S-196 is closed and · this area drains to the west tc, the L-31 N borrow canal and the C-111 basin. There are twelve Project control structures in the C-111 basin: S-331, S-173, S-194, S-196, S-176, S-174, S-332, S-175, S-177, S178, S-18C, and S-197. . · S-173 is a ·gated culvert located in the L-31 N borrow canal at the divide · between the C-1 and C-111 basins. It is adjacent to pumping station S-331 just north of Richmond Drive. It is closed during storm events to prevent flood flows from passing from one basin to the other. It is also dosed when the pumps at S-331 are in operation. . .5~331 is a pumping stat ion in the L-31 N borrow canal at the divide between the C-1 and C-1 l1 basins. It ~s adjacent to S-173 just north of Richmond Drive. The pumping station is a compor:ent of the SDCS. Its function in conjunction with S-173 is to supply water to South Dade County basins and to Everglades National 'Park · {i.e., Taylor Slough and the Panhandle Area). It also controls the stage in the L-31N · borrow canal and protects the residential area west of L-31N from flooding. Water is supplied ·.to the south v~thenever the headwater stage at any downstream structure is more than 1.5 fe~~tbelow optimum. · . S-194 is a gated culvert located in C-102 just west of Krome Avenue on the divide between the C-111 and C-102 basins. The structure is normally open to supply water to the c-·1 02 bc1sin from the L-31 N borrow canal. During flooding- the gates at S-194 are closed to prevent water from passing from one basin to the other. S-196 is a gated culvert located in C-103 just west of Richard Road on the divide between the C-11-1 and C-103 basins. The structure is normally open to supply water to the (:-103 basin from the L-31 N borrow' canal. During flooding the .gates at ·s-196 are closed ':.o prevent water from passing from one basin to the ·other~·. . .· . ·· · · S-176 is a gated. spillway at the· south end·.of;the l·~tN~,
(wn1~r '>Uf.'PI; rlrvEd durrng
-- I--·
8/18/81
= 7.18
165
ldrvru~
(.-va1o:>r
!gtn = Leng~h 'v\• = Tc1rl vvate· (:: Cl'\C.!;d·rge rr· r•·
8/18/81 8/18/81 8/19/81
HW=7.56
500
end r>f harvest} HW = 4.5 (rest of· ·year)
(storm Dennts)
630
TW = 3.5 (Oct to
Pump, 6 unrts
.' R4
G-751A G-789 G-789 G-199 G-799 G-799 G-81 G-820 G-82 G.:.93 G-845 G-846A G-846 G-847A G-848A G-849A G-850 G-851 G-852 G-852 G-853 G-853 G-853 G-855 G-855 G-857 G-858 G-858 G-859 , G-860 G:..860 · G-861 G-863 G-864A G-864A G-864A G-864 G-864 G-865 G-86 G-877A G-878 G-880 G-881 G-884A G-892 G-896 G-8 G-901 G-906 G-927 G-929 G-931
All ID 255724080255301 255724080255302 253537080284401 253537080284401 252928080332401 2629.28080332401 254202080232601 254202080232601 254202080232601 255508080144101 253920080461001 255448080140900 255339080143901 254156080231801 254227080232801 254212080233501 254227080234702 254200080234702 254150080234702 255637080100001 255813080154501 255437080103201 255437080103201 261434080071901 2614340800719~1
261434080071901 254038080280201 254038080280201 254533080183201 253854080242801 253854080242801 253212080240301 253718080192301 253718080192301 253900080343001 2533450803423~1
2 252619080310201 2 252619080310201 252612080300702 252612080300701 252612080300701 254126080095801 255237080143501 254230080210302 25420908020.101 254153080201801 254200080201801 .254220080201902 255728080085201 254107080165201 254830080174501 ·. 254201080~73001 253648080i82502 253620080193601 . 253628080183901 253648080182501
CNTY DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE
TYPE WELL WELL WELL WELL WELL
METH .MAX MEAN MAX MEAN MAX WE~L MEAN WELL MAX WELL MEAN WELL RAND WELL MEAN STGW MEAN WELL MEAN WELL MEAN WELL RAND WELL RAND WELL RAND WELL.RAND WEll RAND WELL RAND WELL MEAN WELL MEAN WELL MAX WELL MEAN WELL MAX WELL MEAN WELL RAND WELL MAX WEll MEAN WELL MEAN WELL MAX WEll MEAN WELL MEAN WELL MAX WELL MEAN STGW MEAN STGW MEAN WELL MAX WELL MEAN WELL MEAN WELL MAX ~Ell MEAN WELL MEAN WELL MAX WELL RAND WEll RAND WELL RAND WEll RAND WELL RAND WELL RAND WELL RAND WELL MEAN WELL RAND WELL MEAN WELL MEAN WELL MEAN WELL MEAN
FQ STRA RCOR STRT END FULL STATION NAME DA 000 1956-1965 G-72 DA . 000 .1940-1943 G-72 DA .:.033 G- 757A USGS OBS WELL NR HOMESTEAD, .FL 19.73-1986 DA ~033 1956-1973 G- 757A USGS OBS WELL NR HOMESTEAD, H: DA -020 1973-1986 G- 789 USGS OBS WELL NR HOMESTEAD, FL DA -020 1956-1973 G- 789 USGS OBS WELL NR HOMESTEAD, FL DA -000 1973-1986 G- 799 USGS OBS WELL NR STH MIAMI, FL DA 000 1956-1973 G- 799 USGS.OBS.WELL NR STH MIAMI, FL RI 000 00 G- 799 USGS OBS WELL_NR STH MIAMI, fl · .1940-1944 G-81 DA 000 1'956-1973 G-820 DA 000 DA 000 1940-1949 G-82 1940-1945 G-83 OA 000 RI -032 00 G-845 RI -032 00 G-846A RI 000 00 G-846 00 G-847A RI ~032 0 G-848A RI -032 0RI -032 00 G-849A DA. 000 1959-1964 G-'-850 DA 000 1959-1972 G-851 1973-1986 DA -020 G- 852 USGS OBS WE~L AT N MIA BCH, fl DA -020 1959-1973 G- 852 USGS OBS WELL AT N MIA BCH, fl G- 853. USGS OBS WELL AT PMPNO BCH. FL DA -027 1973-1986 OA -027 1959-1973 G- 853 USGS OBS WELL AT PMPNO BCH, fl RI -027 00 G- 853 USGS OBS WELL AT PMPNO BCH, fl DA -020 1973-1986 G- 855 USGS OBS WELL NEAR KENDALL, Fl DA -020 1958-1973 G- 855 USGS OBS WEll NEAR KENDALL, FL DA 000 1959-1970 G-857 DA -020 1973-1986 G- 858 USGS OBS WELL NEAR MIAMI, FL DA -020 1959-1973 G- 858 USGS OBS WELL NEAR MIAMI, fl DA 000 1959-1968 G-859 DA -020 1973-1986 .G- 860 USGS OBS WELL NEAR PERRINE, FL DA -020 1959-1973 G- 860 USGS OBS WELL NEAR PERRINE,. FL DA 000 1961-1969 G-861 DA 000 1959-1969 G-863 DA -020 1973-1986 G- 864A USGS OBS WELL 'NR FLA CITY. fl DA -020 1965-1969 G- 864A USGS OBS WELL NR ftA ClTY, _Fl DA .-020 1969-1973 G-864A DA -020 1973-1986 G- 864 USGS OBS WELL NR FLA CITY, FL DA -020 1959-1973 G- 864 USGS OBS WELL NR FLA CITY, FL DA 000 1959-1972 G-865 DA 000 1940-1945 G-86 RI -032 00 G-877A RI -032 00 G-878 RI -032 00 G-880 RI -032 00 G-881 RI -032 00 G-884A RI -110 00 G-892 RI -078 00 USGS OBS WELL AT CRL DA 000 1940-1950 G-8 RI -096 00 USGS OBS WELL AT STH DA 000 1957-1959 G-906 DA 000 1957-1959 G-927 DA 000 1963-1963 G-929 DA 000 1957-:1965 G-931
SETNRG LAT . 35239 255 724 35239 255724 6563~ 253537 6563Q 253537 55738 252928 55738 252928 295440 254202 295440 254202 295440 254202 05241 255508 195538 253920 .05241 255448 05241 255339 385439 254156 255439 254227 365439 254212
LONG 802553 802553· 802844 802844 803324 803324 802326 802326 802326 801441 804810 801409 801439 802318 802328 802335
255~~;
Z5~Z2?
355439 365439 05242 325141 05242 05242 05142 05142 05142 65539 65539 75441 145539 145539 275639
254200 802347 254150 802347 255631-801000 255813 80t5t5 255437 801032 255437-801032 261434 800719 281434 '800119 261434 800719 254038 802802 254038 802802 254533 801832 253854 802428 253854 802428 253212 802403 25371~ 801923 253718 801923 253900 803430 253345 803423 252619 803102 252619 803102 252612 803007 252812 803007 252612 803007 254126 800958 255237 801435 254230 802103 254209 802041 254153 802018 254200 802018 254220 802019 255728 800852 254107 801652 254830 801745 254201 801730 253648 801825 253620 801936 253628 801839 253648 801825
2~5539
255539 125537 .75638 265738 265738 265738 265738 265738 335441 05241 285440 335440 335440 335440 335440 345142 6554'1 05341 315441 365533 345540 355540 365533
!~?~~7
Hydrologic and Climatologic Monitoring Stations in Dade County. Florida (Continued) STATION G-933 G-934· G-935 G-936 G-939 G-Q40 G-944A G-945 G-946A G-949A G-9·50 G-95'1 G-952
G-953A G-9o4 G-956 G-958A G-961 G-962A G-967A G-968A G-968 G-968 G-970 G-970 G-911 G-972 G-972 G-973 G-973 G-974 G-974 G-975
6-Yl5
G-976 G-976 · G-977 G-978 G-991 G-9 HIALEAH HIALEAH HIALEAH HOMES,AP HOMES.ES HOMES.ES HOMES.ES HOMES.FS HOMES.WC HUMBLE HUMBLE H.U.D. 9 INTERAMA INT. GOLD INT.GOLD INT.GOLD
ALT ID CNTY 2536.8080182503 DADE 253648080182302 DADE 253648080182303 DADE 25364808018'2301 DADE 253652080183701 DADE 253629080193901 DADE 254117080234702 DADE 254121080235501.DADE 254108080240402 DADE 254136080232002 DADE 264150080234501 DAD.E Z541Z9080Z327lU DADE 2541'09080233201 DADE 254136080232802 DADE 254147080232701 DAD£ 254148080224201 DADE 254306080235002 DADE 253629080183900 DADE 254200080230501 DADE 25414808023580'2 DADE 255600080270002 DAOE 255600080027001 DADE 255600080270001 DADE 255709080223701 0.1\0E 255709080223701 DADE 255444080222201 DADE 255522080261401 DADE 255522080261401 DADE 255209080212801 DADE 255209080212801 DADE 255207080241301 DADE 255207080241301 DADE 255208080274001 DADE
TYPE METH WELL-MEAN WE-ll ME.AN WELL MEAN WELL MEAN WELL MEAN WELL MEAN WELL RAND WELL RAND WELL AAND
FQ DA DA DA DA DA DA RI RI RI
STRA RCDR STRT END FULL STATION NAME SETNRG LAT LONG 000 1957-1959 G-933 365533 253648 801825 000 1957-1959 G-934 366533 253648 801823 000 1957-1963 G-935 36.5533 253648 801823 000 1957-1959 G-93'6 365533 253648 801823 -062 1957-1959 G-939 OBS.WELL NR PERRINE 355540 253652 801837 000 1957-1958 G-940 345540 253~29 801939 -032 00 G-944A 35539 254111 802347 -032 00 G-945 35539 254121 802355 -032 00 G-946A. 45539 254108 802404 WELL RAND Rl -032 00 G-949A 365439 254136 802320 WELL RAND Rl -032 00 G-950 365439' 254150 802345 WELL RAND Rl -032 0O'G-951 365439 254129 802327 WELL RAND Rl ~032 00 G-952 35539 254109 802332 WELL RAND Rl -032 00 G-953A 365430 264136 802328 WELL RAND RI -032 00 G-95'4 365439 Z54141 802327 WEll RAND RI -032 00 G-956 315439 25414& 802242 WEll RAND RI -032 00 G-958A 245439 254306 802350 WELL MEAN DA 000 1963-1963 G-961 355540 253629 801839 WEll RAND RI -032 00 G-962A 365439 254200 802305 WELL RAND RI -032 00 G-967A 365439 254148 802358 WELL MEAN DA 000 1961-1965 G-968A 4523a 255600 aoz1oo WELL MEAN DA -050 1960-1973 G- 968 USGS OBS WELL NR CAROL CTY, Fl 95239 255600 802700 WEll MAX DA -050 1973-1986 G- 968 USGS OBS WELL NR CAROL CTY, FL 95239 255600 802700 WEll MAX DA -015 1973-1986 G- 970 USGS OBS WEll NR CAROL CTY, Fl 65240 255709 802237 WEll MEAN DA -015 1958-1973 G- 970 USGS OBS WELL NR CAROL CTY, fl 65240 255709 802237 WELL MEAN DA 000 1958-1958 G-911 05240 25544~ 802222 WEll MAX DA -015 1901-1988 G- 972 USGS OBS WELL NEAR HIALEAH, Fl 165239 255522 802614 WEll MEAN DA -015 1958-1973 G- 972 USGS OBS WELL NEAR HIAlEAH. fl 165239 255522 802614 WELL MAX DA -015 1973-1986 G- 973 USGS OBS WELL NEAR MEDLEY, Fl 05239 255209 802128 WELL MEAN DA -015 1958-1972 G- 973 USGS OBS WELL NEAR MEDLEY, Fl 05239 256209 802128 WELL MAX DA -015 1973-1986 G- 974 USGS OBS WEll NR PENNSUCO, fl 05239 255207 802413 WELL MEAN DA -015 1958-1973 · G- 974 USGS OBS WEll NR PENNSUCO, Fl 06239 266207 802413 WELL MAX DA -015 1973-1986 G- 975 USGS OBS WELL NR PENNSUCO. Fl 05239 255208 802740 25520808027~001 OAOE ~ELl ~E~~ OA -015 1958-1972 G- 975 USGS OBS WEll NR PENNSUCO. Fl 05239 255208 802740 255023080202301 DADE WELL MAX OA -015 1973~1986 G- S7e USGS nBS !!llf!l NR MIAMI SPR, fl 05339 254925 802546 255023080202301 DADE WELL MEAN DA -015 1958-1973 G- 976 USGS OBS WELL NR MIAMI SPR. Fl 05j39 254925 802546 2544S208020i201 DADE WEll MEAN DA 000 1958-1962 G-977 105440 254452 802012 254348080290301 DADE WELL MEAN DA 000 1958-1968 G-978 185439 254348. 8029.03 2S4758080163801 DADE WELL RAND RI -110 00 G-991 195341 254758·801638 254610080201201 DADE WELL MEAN DA 000 1940-1949 G-9 45440 254610 802012 MRF6066 DADE RAIN SUM ·DA 000 CAN 1941-1986 HIALEAH . 185341 254938 801710 MRF7066 DADE RAIN SUM DA 000 RECO 1951-1969 HIALEAH 185341 254938 801710 MRFE666 DADE EVAP SUM DA 000 APAN 1948-1986 HIALEAH 185341 254938 801710 MRF.9097 DADE RAIN SUM DA 000 1969-1985 HOMESTEAD AIRPORT · 55738 253000 803300 MRF6126 DADE RAIN SUM OA 000 CAN 1914-1986 HOMSTEAD EXPERIMENT STATION 355638 2~30~0 803000 MRF7126 DADE RAIN· SUM DA 000 REC0.1942-1986 HOMSTEAD EXPERIMENT STATION 355638 253000 803000 MRFE620 · DADE EVAP SUM DA 000 APAN 1956-1986 HOMSTEAD EXPERIMENT STATION 355638 253000 803000 MAF121 DADE RAIN SUM DA 000 1968-i986 HOMESTEAD FIELD STATION 85739 252838.802&55 MRF9108 DADE RAIN SUM DA 000 1982-1985 HOMESTEAD WORK CENTER 051 0 252800 802900 11656381 DADE WELL INST BK 000 00 HUMBLE PRO.PERTY WEll1 MILE EAST OF L-31N 165638 253400 .803200 1165A38l DAD( WELL MEAN DA 000 1984-1986 HUfi48LE PROPERTY WELL 1 MILE EAST Of. l-31N 165638 253400 803200 MRfBOll DADE RAIN SUM DA 000 1974-1982 H.U.D. 961 NO. MIAMI 053 0 255200 8ti200 MRf9106 DADE RAIN SUM DA 000 1982-1985. INTERAMA NORTH DI.STRICT WWTP 052 0 255~00 800900 2266170 DADE STG· MAX DA 000 · 1969-1974 INTRACOASTAL WATERWAY AT GOLDEN BEACH, Fl 25242 255736 800718 2286170 DADE STG MIN DA 000 · 1969-1974 INTRACOASTAL WATERWAY AT GOLDEN .BEACH, Fl ·25242 25S73a 800718 2286170 DADE STG THH DA 000 1973-1980 INTRACOASTAL WATERWAY AT GOLDEN BEACH. fl 25242 255736' 800718.
Hydrolo·gic and Climatologic Monitoring Stations in Dade ·county,.Fiorida (Continued)
(')
I I'V 0
STATION INT.GOLD INT.GOLD INT.GOLD IRA EBER I-1 JERAN GR JET PORT JET PORT JET PORT JET PO 2 JET PO 3 KENDALE KENDALL KROME LONG 2 LONG 2 LONG 2 LONG 2 LZ9-1 l29-1 L29-1 L29 L29 L29 l29 l29.GS L30 L31W l31W L67EX.E l67EX.W L67EX. 2 l67EX. 2 L61E l67E L67E L67E.S L67E.S l-30 L. T. COP MANATEE MANATEE MANATEE MANATEEMIAMI BA MIAMI BE MIAMI CI MIAMI TU ~IAMI WE MIAMI 12 MIAMI 58 .MIAMI 2 MIAMI.AP MIAMI.AP MIAMI.AP MIAMI.FS
AL T ID CNTY TYPE METH FQ 2286170 .DADE STG TLH .DA 2286170 DADE STG THl DA 2286170 DADE STG TLL DA MRF9095 . DADE RAIN SUM DA 254134080210301 DADE WELL RAND RI MRF8112 DADE RAIN SUM MO 2288970 DADE STG MEAN DA 2288970 DADE STG FWN DA 2288970.DADE FLOW MEAN DA 22889l1 DADE STG MEAN DA 254635080541500 DADE STG MEAN DA MRF9025. .DADE RAIN SUM DA MRF6061 DADE RAIN SUM DA 11354381 DADE STG MEAN DA 251424080260800 DADE STG THH DA 251424080260800 DADE S.TG TLH DA 251424080260800 DADE STG THL DA 251424080260800 DADE STG TLL DA 50654381 . DADE STGU INST BK 50654381 DADE STGU MEAN DA 50654381 DADE FLOW MEAN DA 2289060 DADE STG MEAN DA 2289060 DADE STG FWM DA 2289060 DADE FLOW MEAN DA 2289060 DADE FLOW INST DA 2289090 DADE STG RAND RI 2289100 DADE STG FWM DA 252523080352500 DADE FLOW MEAN DA 252523080352500 DADE STG MEAN DA 253748080343400 DADE STGW MEAN DA. 254100080402200 DADE STGW MEAN DA 254100080402400 DADE STG MEAN DA 254100080402400 DADE STG MAX DA 2290827 DADE P04 MAX DA 2290827 DADE STG MEAN DA 11955371 DADE STG MEAN DA 253735080402100 DADE STG MEAN DA 10055371 DADE STG MEAN DA 255600080260000 DADE WELL MEAN DA MRF9083 DADE RAIN SUM DA 251517080261500 DADE STG THH DA 251517080261500 DADE STG TLH DA 251517080261500 DADE STG THL DA 251517080261500 DADE STG TLL DA MRF6064 DADE RAIN ·suM DA MRF6063 DADE RAIN SUM DA MRF7057 DADE RAIN .SUM DA MRF9005 DADE RAIN SUM DA 254848080172001 DADE WELL MEAN DA MRF6059 DADE RAIN SUM DA MRF9073 DADE RAIN·SUM DA MRF7063 DAD~· RAIN SUM MO 25~800080160001 DADE RAIN SUM DA MRF6065 DADE ·RAIN SUM DA MRF7065 DADE RAIN SUM DA MRF117 DADE RAIN SUM DA I
•
.
.
STRA 000 000 000 000 -229 000 000 000 XX 000 000 000 000 000 000 000 000 000 001 001 CU 000 000 XX XX 000 000 XX 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 ·ooo 000 000 000 ,000 000 000 000
RCDR STRT END 1974:..1979 . _1914-1979 1973-1980 1969-1984 00 00 1970-1974 1971-1972 1970-1974 1969-1974 1978-1980 1976-1979 CAN 1942-1974 1986-1986 1979-1980 1979-1980 1979-1980 1979-1980 A35 00 A35 1980-1986 00 1968-1986 1962-19"85 1963-1986 1982-1985 00 1962-1963 1983-1984 1983-1984 1984-1986 1983-1986 1983-1986 00 1978-1978 1971-1980 1985-1986 1976-1980 1985-1986 00 1971-1984 1979-1980 1979-1980 1979-1980 1979-1980 CAN 1954-1973 CAN 1927-1986 RECO 1901-1983 1978-1983 1942-1950 CAN 1958-1986 1965-1982 RECO 0- · 0 00 CAN. 1948-1986 RtCO 1939-1986 1965-1986
.FULL STATION NAME INTRACOASTAL WATERWAY AT GOLDEN BEACH, FL INTRACOASTAL WATERWAY AT GOLDEN BEACH, FL INTRACOASTAL WATERWAY AT GOLDEN BEACH, FL IRA EBERSOLE PENINSULA 8 SOUTH MIAMI JERAN GROVE . BIG CYPRESS-SWAMP AT AIRPORT·, NEAR MIAMI, FLA. BIG CYPRESS SWAMP AT AIRPORT, NEAR MIAMI, FLA. BIG CYPRESS SWAMP AT AIRPORT, NEAR MIAMI, FLA. BIG CYPRESS SWAMP BELOW TRAWING- AIRPORT, FLA. PINECREST. HAMMOCKS NR. MONROE KENDALE LAKES WEST KENDALL 2E WELL AT KROME AVE. DETENTION CENTER LONG SOUND AT US N0.1 DOT E LONG SOUND AT US N0.1 DOT E LONG SOUND AT US N0.1 DOTE LONG SOUND AT US N0.1 DOTE L-29 CULVERT ~G-69l IN L-29 AT TAMIAMI CANAL L-29 CULVERT G-69 IN L-29 AT TAMIAMI CANAL L-29 CULVERT G-69 IN L-29 AT TAMIAMI CANAL TAMIAMI CANAL OUTL TS L-30 TO L-67A NR MIAMI, FL TAMIAMI CANAL OUTLETS L-30 TO L-67A NR MIAMI, FL TAMIAMI CANAL OUTLETS L-30 TO L-67A NR MIAMI, FL TAMIAMI CANAL OUTLETS L-30 TO L-67A NR MIAMI, FL TAMIAMI CANAL WEST OF l-30 LEVEE 30 NEAR MIAMI SPRINGS LEVEE 31W CANAL AB S-332 NR FLORIDA CITY, FL 1 LEVEE 31W CANAL AB S-332 NR FLORIDA CITY .• FL 1 N. E. SHARK SLOUGH E. OF L67EXT NR. RICH. HTS, FL NE SHARK RVR SLGH E OF L67 EXT NR RICH. HTS, FL L67 EXTENDED CANAL WEST NEAR FLORIDA CITY, FL L67 EXTENDED CANAL WEST NEAR FLORIDA CITY, FL LEVEE 67 EXTENDED CANAL NR RICHMOND, FLA. LEVEE 67 EXTENDED CANAL NR RICHMOND. FLA. LEVEE 67 EXTENDED CANAL NR RICHMOND, FLA. LEVEE 67 EXTENDED AT SOUTH END NR COOPERTOWN, FL LEVEE 67 EXTENDED AT SOUTH END NR COOPERJOWN,· Fl L-30 WEST OF MIAMI L.T. COPE MANATEE BAY AT U.S. NO. 1 D.O.T. G MANATEE BAY AT U.S. NO. 1 D.O.T. G MANATEE BAY AT U.S. NO. 1 D.O.T. G MANATEE BAY AT U.S. NO. 1 D.O.T. G MIAMI BAYFRONT PARK MIAMI BEACH MIAMI WB CITY MIAMI TURF 965 tiTY WELl MIAMI FL MIAMI 12S S.W. MIAMI 58 ST. YARD MIAMI BEACH MIAMI WB AIRPORT MIAMI WB AIRPORT MIAMI WB AIRPORT MIAMI FI~LD~STATION
SETNRG 25242 25242 25242 265638 325440 55639 115334 115334 115334 145334 105434 335439 65541 135438 46039 46039 46039 46039 65438 65438 65438 65438 65438 65438 65438 25438 75339 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 195537 195537 195537 05537 05537 35239 054 0 286031 286031 286031 286031 315342 35442 195441 051 0 05340 245540 215340 335342 305341 305341 305341 165340
LAT LONG 255736 800118 255736' 8.00718 255736 800718 253137 802959 254134 802103 253500 802700 255151 805345 255151 805345 255151 805345 255137 805345 254635 805415 254200 803200 254100 801700 289999 809999 251424 802608 251424 802808 251424 802608 251424 802608 254714 803423 254714 803423 254714 803423 254540 803742 254540 803742 254540 803742 254540 803742 254540 802950 255020 802910 252523 803525 252523 803525 254100 804022 254100 804022 254100 804024 254100 804024 253954 804024 253954 804024 253954 804024 253735 804021 253735 804021 255600 802600 254400 802400 251517 802615 251517 802615 251517 802615 251517 802615 254700 801100 254648 800749 254250.801638 255700 801000 254848 801720 253839 801734 254904 802047 254700 800800 · 254900 801700 254900 801700 254906 801700 254936 802040
Hydrologic and Climatologic Monitoring .Stations in Dade County, Florida (Continued) STATION MIAM1.36 MILITARY MILITARY MODEL 2 MODEL 2 MODEL 2 MODEL 3 MODEL· 3 MODEL 3 MODEL 3 MODEL. 3 MODEL 3 MOOEL 4 MODEL 4
MODEL
MOWRY C
()
i f'V I-'
MO~RY C MOWRY C MOWRY C MOWRY C MOWRY C MOWRY C MOWRY C NESRS1 NESRS1 NESRSl NESRS1 NESRS2 NESRS2 NESRS2 NESRS3 NESRS3 NESRS4 NESRS5 NORTH C NORTH C NP-100 NP-201 NP-201 NP-201 ' NP-201 NP-201 NP-202 NP-202 NP-202 NP-202 .NP-203 NP-203 NP-203 NP-203 NP-203 NP..-203 NP-203 NP-203 NP-203 .NP-204
ALT ID 2288600 2290720 2290720 2290745 2290746 .2290746 2290750 2290750 2290750 2290-750 2290750 2290750 2290746 2290746
FULL STATION NAME CNTY TYPE METH FQ ·sTRA RCDR STRT END DADE FLOW MEAN OA XX 1980-1986 MIAMI CANAL AT NW 36TH STREET - MIAMI FLORIDA DADE STG MEAN DA 000 1967-1969 MILITARY CANAL NR HOMESTEAD DADE STG FWM DA 000 1962-1967 MILITARYCANAL NR HOMESTEAD DADE STG FWM DA 000 1962-1965 MODEL LAND CNL 8 CONTROL,AUX; DADE STG MAX DA 000 1965-1968 MODEL LAND CNL 8 CONTROL,AUX~ OADE STG MIN DA 000 1965-1968 MODEL LAND CNL ICONTROL,AUX. DADE STG MAX DA 000 1967-1974 CARD SOUND AT MODEL LAND CANAL NR FLORIDA CITY DADE STG MIN DA 000 1967-1974 CARD SOUND AT MODEL LAND CANAL NR FLORIDA CITY DADE STG THH DA 000 1973-1982 CARD SOUND AT MODEL LAND CANAl NR FLORIDA CITY DADE STG TLH DA 000 1974-1980 CARD SOUND AT MODEL LAND CANAL NR FLORIDA CITY DADE STG THL DA 000 1974-1980 CARD SOUND AT MODEl LAND CANAL NR FlORIDA CITY 1973-1982 CARD SOUND AT.MODEL LAND CANAL NR FLORIDA CITY DADE STG TLL DA 000 DADE STG MAX DA 000 00 MODEL LAND CNL BELOW ML-2 DADE STG FWM DA 000 1962-1965 MODEl lAND CNl BELOW ML-2 19til-19ti9 MODEL LAND CANAL N.R FLA.· CITY 2290740 DADE ·sTG fWM DA 000 22907ZS OAOE STG MEAN OA 000 1967-1984 MOWRY CANAL NEAR HOMESTEAD 1962~1971 MOWRY CANAL NEAR HOMESTEAD 2290725 DADE STG FWM DA 000 229'0725 DADE STG THH bA 000 1974-1974 MOWRY CANAL NEAR HOMESTEAD 1914-1974 MOWRY CANAL NEAR HOMESTEAD 2290725 DADE STG TLH. DA 000 1974-1974 MOWRY CANAL NEAR HOMESTEAD 2290725 DADE STG THL DA 000 1974-1974 MOWRYCANAL NEAR HOMESTEAD 2290725 DADE STG. TLL -DA 000 1970-1984 MOWRY.CANA( NEAR HOMESTEAD 2290725 DADE FLOW MEAN DA XX 1982-1984 MOWRY.CANAL NEAR,HOMfSTEAD 2290725 DADE FlOW INST DA XX 254130080380500 DADE STG MEAN DA 000 1976-1986 NORTHEAST SHARK RVR SLOUGH NOt NR COOPERTOWN, Fl 010454311 DADE STG INST BK 000 0 NORTHEAST SHARK RVR SLOUGH NOt NR COOPERTOWN, FL 10454311 DADE STG MEAN DA 000 00 NORTHEAST SHARK RVR SlOUGH NOt NR COOPERTOWN, fl MRF409 DADE RAIN SUM DA 000 1985-1986 NORTHEAST SHARK RVR SLOUGH NOt NR COOPERTOWN, FL 254315080331500 DADE STG MEAN DA 000 1976-1986 NORTHEAST SHARK RVR SLOUGH N02 NR COOPERTOWN, fL DADE STG INST BK 000 0t2054381 0 NORTHEAST SHARK RVR SLOUGH N02 NR COOPERTa~N. fL 12054381 DADE STG MEAN DA 000 00 NORTHEAST-SHARK RVR SLOUGH N02 NR COOPERTOWN, Fl 11154382 DADE STG INST BK 000 00 NORTHEAST SHARK RIVER SLOUGH 13-1 Ml WEST OF l-31 DADE STG MEAN DA 000 11154382 1984-1986 NORTHEAST-SHARK RIVERSLOUGH M3-1 MI WEST OF L-31 253828080391100 DADE STGW MEAN DA 000 1985-1986 N.E. SHARK SLOUGH-NO. 4, N. OF GROSSMAN HAMMOCK 253753080393600 DADE STGW MEAN DA 000 1985-1988 N.E. SHARK SLOUGH NO. 5. S. OF GROSSMAN HAMMOCK 2290730 DADE STG MEAN DA 000 1967-1968 NORTH CANAL NR HOMESTEAD 2290730 DADE STG FWM DA 000 1962-1967 NORTH CANAL NR HOMESTEAD 252255080361101 D~DE STGW RAND RI 000 00 NP-100 ROYAl PALM RANGER 2290861 DADE RAIN SUM DA 000 1974-1979 EVERGLADES 201-NP NEAR MIAMI, FL 2290861 DADE STG MIN DA . 000 19H-1980 EVERGLADES 201-NP NEAR MIAMI, FL 2290861 DADE STG MEAN DA 000 1974-1980 EVERGLADES 201-NP NEAR MIAMI, fl MRF400 DADE RAIN SUt4 DA 000 1983-1988 EVERGLADES 201-NP NEAR MIAMI, FL 13454361 DADE STG MEAN DA 000 1985-1986 EVERGLADES 201-NP NEAR MIAMI, FL 2290862 DADE .RAIN SUM DA 000 1975-1979.EVERGLADES ~02-NP NEAR MIAMI. FL 2290862 DADE STG MIN DA 000 1977-1980 EVERGLADES 202-NP NEAR MIAMI; FL 2290862 DADE STG MEAN DA . 000 1975-1980 EVERGLADES 202-NP NEAR MIAMI, FL 10456361 DADE STG MEAN DA 000 1985-1986 EVERGLADES 202-NP NEAR MlAMI,. FL 2290832 DADE COND MIN DA ooo· 1978~1980 EVERGLADES 203-NP NEAR HOMESTEAD, FL 2290832 DADE P04 MAX DA 000 1978-1979 EVERGLADES 203-NP NEAR HOMESTEAD., FL 2290832-DADE RAIN SUM DA 000 1974-1980 EVERGLADES 203-NP NEAR HOMESTEAD,· fl. 2290832 DADE STG MIN OA 000 1971-1980 EVERGLADES 203,_:NP. NEAR HOMESTEAD, FL 2290832 DADE STG MEAN DA 000 1973-1980 EVERGLADES 203-NP_NEAR HOMESTEAD, FL 2290832 DADE STG RAND RI . 000 00 EVERGLADES 203-NP NEAR. HOMESTEAD,· Fl 2290832 DADE AIRT MIN DA 000 1977-1980 EVERGLADES 203-NP~NEAR HOMESTEAD. FL 2290832 DADE H20T MIN DA 000 1977-1980 EVERGLADES 203-NP NEAR HOMESTEAD, FL MRf..398 DADE RAIN SUM DA 000 1983-1986 EVERGLADES 203-NP'NEAR HOMESTEAD, fl . 2290829 DADE R~IN SUM DA 000 1914-1979EVERGLADES 204-NP NEAR HOMESTEAD, fl ·-
SETNRG 0 0 0 85740 85740 205840 205840 205840 285840 285840 285840 285840 285840 285840 205840 205840 145839
175740
175740
175740 175740 175740 175740 175740 175740 4543t 45431 45431 45431 205438 205438 205438 115438 1t5438 0 0 0 0 0 0 205740 205740 145837 345436 345436 345436 345436 345436 45636 45636 45636 4563.6 255536 255536 255538 255536 255536 255536 255536 2555l6 255536 15735
LAT 254829 252920 262920 252159 252159 252159 252042 252042 252042 252042 252042 252042 252159 252159 252253 Z52813 252813 252813 252813 252813 252813 252813 252813 254130 254130 254130 2S4t30 254300 254300 254300 254500 254500 253828 253753 252746 252746 252255 254305 254305 254305 254305 254305 253725 253725
~53725
LONG 801544 802055 802055 802053 802053 802053 802000 802000 802000 802000 802000 802000 802053 802053 802443 802047 802047 802047 802047 802047 602047 802047 802047 803805 803805 803805 803805 803300 803300 803300 803000 803000 803911 803936 802051 802051 803611 804333 804333 804333 804333 804333 804422 804422 804422· 804422 804118 804118 804i18 804118 804118 804118 804118 804118
253725 253854 253854 253854 253854 253854 253854 253854 253854 253854 ao4tta 253212 804706
Hydrolog·ic and Climatologic Monitorin·g Stations in Dade County, Florida (Continued)
()
I I'V I'V
STATION NP--204 NP-204 NP-204 NP-205 NP-205 NP-205 NP .. 205 NP-205 NP-205 ·NP-206 NP-206 NP-206 NP-206 NP-206 NP-206 NP-206 NP-206 NP-207 NP-207 NP-207 NP-207 NP-207 NP-44 NP-46 NP-46 NP-62 NP-62 NP-67 NP-67 NP-67 ftP-72 NP-72 NTS-1 HTS-3 NTS-5 N LINE N LINE OPALOCKA OPA LOCK PALM S PENNSUCO PERRINE PETERS 2 PETERS P-103 P-103 P-104 P-104 P-33 P-33 P-33 . P-33 P-34 p.:.34 P-34 p ~35
AL T IO 2290829 2290829 2290829 2290868 2290868 2290868 2290868 2290868 2290868 2290811 2290811 2290811 2290811 2290811 MRF399 2290811 10857371 2290810 2290810 2290810 2290810 . 2290810 254317080260201 251910080474601 251910080474601 252622080470201 252622080470201 251950080390201 251950080390201 252345080421201 252345080421201 15737261 . 15737271 15737281 2289900 2289900 MRF9069 MRF9027 MRF9099 MRF7067 MRF6056 MR-F8111 MRF6106 2290790 2290790 2290794 2290794 2290815 2290815 2290815 1115u3hl 2290870 2290870 MRF394 2290830
CNTY TY.PE METH DADE . STG. MIN DADE .STG MEAN DADE STG RAND DADE P04 MAX DADE P04 MEAN DADE RAIN· SUM DADE STG MIN DADE STG MEAN DADE WETB MIN DADE ·po4 ·MAX DADE RAINSUM DADE STG MEAN DADE STG MAX DADE STG MIN DADE. RAIN SUM DADE WETB MIN DADE STG MEAN DADE P04 MAX DADE P04 MEAN DADE· RAIN SUM DADE STG MEAN DADE STG MIN DADE STGW MEAN DADE STGW MAX DADE STGW MEAN DADE STGW MAX DADE STGW MEAN DADE STGW MAX DADE STGW MEAN DADE STGW MIN DADE STGW MAX DADE STGW.MEAN DADE STG MEAN DADE STG MEAN DADE STG MEAN DADE STG FWM DADE FLOW MEAN DADE RAIN SUM DADE RAIN SUM DADE RAIN SUM DADE RAIN SUM DADE RAIN SUM DADE RAIN SUM ·DADE RAIN SUM DADE. SJG MEAN DADE STG FWM DADE STG MEAN DADE STG FWM DADE STG MEAN DADE H20T MAX DADE H20T MIN DADE STG MEAN DADE P04 MAX DADE STG .MEAN DADE . RAIN SUM DADE P04 MAX
FQ STRA RCDR STRT END FULL STATION NAME DA 000 1977-1980 EVERGLADES 204-NP NEAR HOMESTEAD,.FL DA 000 1974-1980 EVERGLADES 204-NP NEAR HOMESTEAD, FL Rl 000 . 00 EVERGLADES 204-NP NEAR HOMESTEAD. FL· DA 000 1979-1979 EVERGLADES 205-NP NEAR MIAMI, FL DA 000 1978-1979 EVERGLADES 205-NP NEAR MIAMI, FL DA 000 1974~1979 EVERGLADES 205-NP NEAR MIAMI, FL DA 000 1977-1980 EVERGLADES 205-NPNEAR MIAMI, FL DA 000 1974-1980 EVERGLADES 205-NP.NEAR MIAMI. FL DA 000· 1977-1977 EVERGLADES 205-NP NEAR MIAMI, FL DA 000 1979-1979 EVERGLADES 206 NP NEAR MIAMI, Ft DA 000 1974-1979 EVERGLADES 206 NP NEAR MIAMI, FL DA 000 1974-1980 EVERGLADES 206 NP NEA~ ~IAMI. FL. DA ooo 1979-1979 EVERGLADES 206 NP NEAR MIAMI, Fl DA 000 .1977-1980 EVERGLADES 206 NP NEAR MIAMI, Fl DA 000 1984-1986 EVERGLADES 206 NP NEAR MIAMI, FL DA 000 1977-1977 EVERGLADES 206 NP NEAR MIAMI, FL DA 000 1985-1986 EVERGLADES 206 NP NEAR MIAMI, FL DA 000 1979-1979 EVERGLADES 207 NEAR HOMESTEAD, FL DA 000 1979-1979 EVERGLADES 207 NEAR HOMESTEAD. FL DA 000 1977-1979 EVERGLADES 207 NEAR HOMESTEAD, FL DA 000 1953-1980 EVERGLADES 207 NEAR HOMESTEAD, FL DA 000 1977-t980 EVERGLADES 207 NEAR HOMESTEAD, FL DA 000 1966-1970 NP-44 DA 000 1977-1980 NP-46 DA 000 1966-1971 NP-46 DA 000 1977-1980 NP-62 DA 000 1966-1968 NP-62 DA 000 1976-1980 59S37E05 NP- 67 EVERGLADES NATIONAL PARK DA 000 1966-1968 59S37E05 NP- 67 EVERGLADES NATIONAL PARK DA 000 1976-1976 59S37EOS NP- 67 EVERGLADES NATIONAL PARK DA 000 1977-1980 NP-72 DA 000 1966-1968 NP-72 DA 000 1986-1986 NORTH TAYLOR SLOUGH TRANSECT - STATION 11 OA 000 1986-1986 NORTH TAYLOR SLOUGH TRANSECT STATION 13 DA 000 1986-1986 NORTH TAYLOR SLOUGH TRANSECT STATION 15 DA 000 1960-1963 NORTH LINE CANAL NR MIAMI SPR DA XX 1960-1963 NORTH LINE CANAL NR MIAMI SPR DA 000 1964-1977 OPALOCKA WATER PLANT DA 000 1978-1982 OPA LOCKA AIRPORT DA 000 1972-1981 PALM SPRINGS NORTH DA 000 RECO 1941-1986 PENNSUCO 5NW DA 000 CAN 1958-1972 PERRINE MO 000 00 PETERS DA ooo·cAN 1942-1958 PETERS OA 000 1967-1969 EVERGLADES P-103 NR FLA. CITY OA 000 1967-1967 EVERGLADES P-103 NR FLA. CITY DA 000 1967-1969 EVERGLADES P-104 NR FLA. CITY DA 000 1967-1967 EVERGLADES P-104 NR FLA. CITY DA 000 1952-1980 EVERGLADES P-33 NEAR HOMESTEAD, FL DA 000 00 EVERGLADES P-33 NEAR HOMESTEAD, FL DA 000 00 EVERGLADES P-33 NEAR HOMESTEAD, FL DA 000 1985-198~ EVERGLADES P-33 NEAR HOMESTEAD, FL DA 000 00 EVERGLADES P-34 NEAR HOMESTEAD, FLA. DA 000 1953-1980 EVERGLADES P""34 NEAR HOMESTEAD, FLA. DA 000 · 1983-1986 EVERGLADES P-34 NEAR HOMESTEAD, FLA. DA 000 1979-1979 EVERGLADES P-35·NEAR HOMESTEAD, FLA
SE TNRG 15135 15135 15735 55535 55535 55535 55535 55535 55535 85737 85737 85737 85737 85737 85737 85737 85737 365036 365036 365036 365036 365036 105636 235935 235935 75836 75836 55937 55937 55937 255836 255836 265737 275737 285737 25440 ·t5440 215241 052 0 052 0 105239 295540 55640 55640 18~939
185939 115938 115938 115636 115636 tt5636 115636 95634 95634 95634 365734
LA T 253212 253212 253212 254236 254236 254236 254236 254236 254236 253142 253142 253142 253142 253142
253142 253142 253142 251730 251730 251730 251730 251730 254317 251910 251910 252822 252622 251950 251950 251950 252345 252345 252525 252525 252525 254618 254618 255405 255400 255600 255529 253600 253600 253600 251741 251741 251832 251832 253630 253630 2536jo 253630 253630 253630 253630 2527ZO
LONG 804706 804706 804706 805023 805023 805023 805023 805023 805023 804029 804029 804029 804029 804029 804029 804029 804029 804030 804030 804030 804030 804030 802602 804746 804746 804702 804702 803902 803902 803902 804212 804212 803601 803602 803603 801853 801853 801455 801800 802000 802707 802100 803100 802100 802807 802807 803020 803020 804130 804130
ao4tlo
804130 805530 805530 805530 805230
Hydrologic and Climatologic Monitoring Stations in Dade County, Florida (Continu·ed) STATION P-35 P-35 P-35 P-35 P-36
P-36 P-36 P-36 P-38 P-38 P-38 P-38 RAILING
()
I N
w
RICHARD ROYAL PA RUTZKE . RUTZKE SHARK SHARK SHARK SHARK'.l SHRIMP F SITE4 SITE4 SITE4 SITE4 SOUTH MI STONEB SWEVER1 SWEVER2A SWEVER2B S~EVER3
SWEVER4 SWEVER5A SWEVER5B SYlVA SYLVA 5118 S118 S118 S118 S118 S118 Slt9· S119 S119 S119 5119 S119 S12A S12A SllA S12A S12A S12A S12A
ALT ID 2290830 2290830 2290830 MRF395 2290828 2290828 MRF396 10157351 2290820 2290820 2290820 MRF397
CNTY TYPE METH FQ DADE STG MEAN DA DADE H20T MAX DA DADE H20T MIN DA DADE RAIN SUM DA DADE STG MEAN OA DADE STG FWM DA DADE RAIN SUM DA DADE STG MEAN DA DAD( STG MEA'N DA DADE H20T MAX DA DADE H20T MIN . DA DADE RAIN SUM OA MRF118 DADE RAIN SUM DA MRF9086 DADE RAIN SUM OA MRF6107 DADE RAIN SUM DA 13656371 DADE WEll INST BK 13656311 DADE WEll MEAN DA 2290850 DADE STGU MAX DA 2290850 DADE STGU MIN DA 2290850 DADE STGU fWM DA 254754080344300DADE STGU MEAN DA MRFE223 DADE EVAP SUM DA 254031080191103 DADE EVAP MEAN DA 254031080191103 DADE EVAP SUM DA 254031080191103 DADE RAI.N SUM DA 254031080191103 DADE RAlN MEAN DA MRF6060. DADE RAIN SUM DA MRF9018. DADE RAIN SUM DA 251946080254800 DADE STG MEAN DA 251906080283400 DADE STG MEAN OA 251855080283400 DADE STG MEAN DA 252043080302400 DADE STG MEAN DA 252036080324300 DADE STG MEAN DA 251716080342100 DADE STG MEAN DA 251724080341400 DADE STG MEAN DA 10154401 DADE WEll INST BK 10154401 DADE- WEll MEAN DA 52855401 DADE STGU INST BK 52855401 DADE STGU MEAN· DA 528.55401 DADE STGD !NST BK 52855401 DADE ST6D MEAN DA 52855401 DADE FLOW INST BK 52855401 DADE FLOW MEAN DA 52055401 DADE STGU INST BK 52055401 DADE STGU MEAN DA 52055401 DADE STGD u•sT BK 52Q554Q1 DADE STGD MEAN DA 52055401 DADE 52055401 DADE ~t: A:~~ ~~ 254543080491100 DADE STGU MEAN DA 254543080491101 DADE STGD MEAN DA 254543GS0491101 DADE fLOW MEAN DA 52254351 DADE STGU MEAN BK 522!>~351 DADE · STGU MEAN DA. 5225~351 DADE STGD MEAN Bl( 522543~1 DADE STGO MEAN DA
STRA RCDR STRT END FULL STATION NAME 000 1953-1980 EVERGLADES P-35 NEAR HOMESTEAD, FLA 000 00 EVERGLADES P-35 N.EAR HOMESTEAD, FLA 000 00 EVERGlADES P-35 NEAR HOME'STEAD, FLA 000 1983-1986 EVERGLADES P-35 NEAR HOMES-TEAD;. FLA 000 1968-1980 EVERGLADES P-36 NEAR HOMESTEAD, FL 000 1968-1971 EVERGLADES P-36 NEAR HOMESTEAD, FL 000 1983-1986 EVERGlADES P-36 NEAR HOMESTEAD; FL 000 1985-1986 EVERGLADES P-36 NEAR HOMESTEAD, fl 000 1952-1980 EVERGLADES P-38 NEAR HOMESTEAD, FLA. 000 . 00 EVERGLADES P-38 NEAR HOMESTEAD, FlA. 000. o:.. 0 EVERGLADES P-38 NEAR HOMESTEAD, FLA. 000 1983-1986 EVERGLADES P-38 NEAR HOMESTEAD, FLA. 000 1957-1976 RAILING PROPERTY 000 1966-1964 RICHARD YOUNG 000 CAN
SETNRG 365734 365734 365734 365734 15735 15735 15735 15735 335835 335835 335835
LAT 252720 252120 25i720 252720· 253230 253230 253230 253230 252230 252230 252230 335835 252230 65540 254106
-1949-1986 ROYAL PALM RANGER
000 00 RUTZKE'S WEll, 1 MI. WEST OF LEVEE l-31N & C-103 000 19~-1986 RU'TZKE Is WEll, 1 MI. WEST OF LEVEE L-31N & C-103 001 "1964-1969 SHARK RIVER NR HOMESTEAD 001 1965~1969 SHARK RIVER NR HOMESTEAD 001 1960-1967 SHARK RIVER NR HOMESTEAD 001 1976-1986 SHARK RIVER SLOUGH N0.1 IN CONS.3B NR COOPERTOWN 000 APAN 00 SHRIMP FARM 000 1917-1977 UNlT RAIN, DAILY RAIN & EVAP. SITE 4 000 1977-1978 UNIT RAIN, DAILY RAUl & EVAP. SITE 4 000 1977-1978 UNIT RAIN, DAilY RAIN & EVAP. SITE 4 000 1977-1971- UNIT RAIN. DAILY RAlN & EVAP. SITE 4 000 CAN 1954-1974 SOUTH MIAMI 5111 000 1953-1979 STONEBRAKER 000 1985-1986 000 1985-1986 SW EVERGlADES 2A NEAR HOMESTEAD, Fl 000 1985-1986 SW EVERGLADES 28 NEAR HOMESTEAD,. Fl 000 1985-1986 SW EVERGlADES 3 NEAR HOMESTEAD, Fl 000 1985-1986 SW EVERGlADES 4 NEAR HOMESTEAD, fl 000 1985-1986 SW EVERGLADES SA NEAR HOMESTEAD, fl 000 1985-1986 SW EVERGLADES 58 NEAR HOMESTEAD, Fl 000 00 SYLVANIA HEIGHTS WEll IN CITY OF WEST MIAMI 000 1985-1986 SYLVANIA HEIGHTS WEll IN CITY OF WEST MIAMI 001 00 S-118 SPILLWAY ON CANAL C-100 AT F.E.C. RAILROAD 001 1965-1986 S-118 SPILLWAY ON CANAl C-100 AT F.E.C. RAILROAD 002 0-· 0 S-118 SPilLWAY ON CANAL C-100 AT F.E.C. RAILROAD 002 1965-1986 S-118 SPillWAY ON CANAl C-100 AT f.E'.C. RAILROAD XX 00 S-118 SPILLWAY ON CANAL C-100 AT F.E.C. RAILROAD. XX 1966-1986 S-118 SPillWAY ON CANAL C-100 AT F.E.C. RAilROAD 001 00 S-119 SPillWAY ON CANAl C-100C AT F~E.C. RAILROAD 001 1970-1986 S-119 SPillWAY ON CANAL C-tOOC AT.F.E.C. RAILROAD o·oz . 00 S-119 SPillWAY ON CANAl C-100C AT F.E .C. RAilROAD 002 1970-1986 S-119 SPILLWAY ON CANAL C-100C AT F.E.C. RAILROAD
~~
OOt 002 XX 001 001 002 002
197g:19sg · 1981-1986 1981-1986 1982-1986 00 1986-1986 0- - 0 1986-1986
~~u: ~~~tt=~~
S-12A SPillWAY S~12A SPILLWAY S-12A SPILLWAY S-12A SPillWAY S-12A SPILLWAY S-12A SPillWAY S-12A SPillWAY
g: ~~::t ~=l&&~ ~iCONSERV. Lt~:
ON LEVEE l~29 AT ON LEVEE l-29 AT ON LEVEE L-29 -.AT 0~ L£VEE l-29 AT ON lEVEE L-29 AT ON LEVEE l-29 AT ON.lEVEE L-29 AT
CONSERV. CONSERV. CONSERV. CONSERV. CONSERV. CONSERV.
LONG 805230 805230 805230 805230 804700 804700 804700 804700 804900 804900 804900 80~900
802227
45540 254123 801500 146837 252310 80.3539
365637 365637 275833 275833 275833 295338 165739 25540 26540 25540 25540 325440 175242 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15440 15440 285540 285540 285540 285540 285540 285540 205540 205540 205540 205540
273233 804856
273233 252310 252310 252310 254754 252823 254031 254031 254031 254031 254200 255446 251946 251906 251855 252043 252036 251716 251724 254600 254600 253832 253832 253832 253832 253832 253832 253955 253955 253955 253955
804856 810100 810100 810100 803443 802328 801911 801911 801911 801911 802100 801032 802548 802834 802834 803924 803243 803421 803414 801700 801700 802021 802021 802021 802021 802021 802021 802009 802009 802009 802009
::~·t~g:g ~g~~:g ~~~:~.~ :g~gg:
AREA AREA AREA AREA AREA AREA AREA
3A 225435 254541 804916 3A .225435 254541 804916 3A 225435 254541 804916 3A 225435 254541 804916 3A 225435 254541 804916 3A 225435 254541 804916 3A 225435 254541 804916
Hydrologic an~ Climatologic Monitoring Stations in Dade County, Florida (Continued)
()
I N ll::oo
STATION ALT ID CNTY S12A .52254351 .DADE S12A 52254351. DADE S12A ·254543080491100 DADE S12B 2·289018 DADE S128 2289018 DADE 5128 2289018 DADE S1~8 2289018 DADE S128 2289018 DADE SUB 2289019 DADE S12B 2289019 DADE S12B 2289019 DADE S12B 51754361 DADE 5.HS4361 S12B DADE S12B 51754361 DADE 5128 S17S4361 DADE S128. 5·1754361 DADE S12B 51154361 DADE S128 2289018 DADE S128 2289018 DADE S12C 2289041 DADE S12C 2289041 DADE S12C 2289041 DADE S12C 52254361 DADE S12C 52254361 DADE S12C 52254361 DADE StzC 52254361 DADE StZC 52254361 DADE S12C 52254361 DADE S12D 254543080405400 DADE S12D 254b4308040540t DADE S12D 254543080405401 DADE St20 254543080405401 DADE S12D 524-54361 DADE S12D DADE· 52454361 S12D 62454361 DADE St20 52-454361 DADE S12D 52454361 DADE S12D 52454361 DADE S12D 254543080405400 DADE S12D MRF401 ·DADE S12D.R MRf291 DADE S12E 50754371 DADE S12E 50754311 DADE S12E 50754371 DADE S12E 50754371 DADE S12E 50754371 DADE S12E 50754371 DADE S120 51055401 DADE 5120 51055401 DADE 5120 51055401 DADE 5120 51055401 DADE Sl20 51055401 DADE S120 51055401 DADE S121 50555401 DADE S121 50555401 DADE 5121 50555401 DAOE
TYPE FLOW FLOW STG -COND STGU STGU FlOW H20T STGD STGD flOW STGU STGU STGP STGD FLOW FLOW fLOW FLOW STGD STGD flOW STGU STGU STGD STGD FLOW FLOW STGU STGO STGD flOW STGU STGU STGD STGD flOW FLOW STG RAIN RAIN STGU STGU STGO STGD FLOW flOW STGU STGU STGD STGO FLOW FLOW STGU STGU STGD
METH MEAN MEAN FWM RAND MEAN FWM MEAN RAND MEAN FWM MEAN MEAN MEAN MEAN MEAN MEAN MEAN INST INST MEAN FWM MEAN MEAN MEAN MEAN MEAN MEAN MEAN MEAN MEAN FWN MEAN MEAN MEAN MEAN MEAN MEAN MEAN FWM SUM SUM MEAN MEAN MEAN MEAN MEAN MEAN INST MEAN INST MEAN INST MEAN IN5T MEAN INST
FQ_STRA RCDR STRT END FUll STATION NAME BK XX 00 S-12A SPillWAY ON lEVEE l-29 AT CONSERV . AREA 3A DA SP . 00 S-12A SPI~lWAY ON ~EVEE l-29 AT CONSERV. AREA 3A DA 000 1982-1983 S-l2A SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A Rl 000 00 S-128 SPillWAY ON LEVEE l-29 AT CONSERV. AREA 3A OA 001 1969-1986 S-128 SPillWAY ON LEVEE L-29 AT CONSERV. AREA 3A DA 001 1963-1983 S~128. SPlllW~Y ON lEVEE l-29 AT CONSERV. AREA 3A DA XX 1982-1985 S-128 SPillWAY ON LEVEE l-29 ·AT CONSERV. AREA 3A 0- . 0 S-128 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A RI 000 OA 00.2 1969-1986 S-128 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A OA 002 1963~1982 S-128 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA ·xx 1982-1986 S-128 SPillWAY ON lEVEE l-29 AT CONSERV. AREA"ll' BK 001 o- 0 S-128 SPillWAY ON LEVEE L-29 AT CONSERV. AREA 3A DA 001 1986-1986 S-128 SPillWAY ON LEVEE l-29 AT CONSERV. AREA 3A BK 002 00 S-128 SPILLWAY ON lEVEE l-29 AT CONSERV. AREA 3A OA 002 1986~1986 S-128 SPILLWAY ON LEVEE L-29 AT CONSERV. AREA 3A 8K XX 00 S-128 SPILLWAY ON lEVEE l-29 AT CONSERV. AREA 3A . oDA SP 0 S-128 SPillWAY ON LEVEE L-Z9 AT CONSERV. AREA 3A DA SP 1982-1985 S-128 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A RI XX 00 S-128 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA 002 1969-1986 S-12C SPillWAY ON lEVEE L-29 AT CONSERV. AREA 3A DA 002 1960-1983 S-12C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA XX 1982-1986 S-12C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A 8K 001 00 S-12C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA 001 1986-1986 S-12C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A BK 002 00 S-12C SPillWAY ON LEVEE L-29 AT CONSERV. AREA 3A DA 002 1986-1986 S-12C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A BK XX 00 S-12C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA SP 00 S-t2C SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA 001 1981-1986 S-12D SPillWAY ON lEVEE L-29 AT CONSERV. .AREA 3A OA 002 1981-1986 S-120 SPillWAY ON LEVEE L-29 AT CONSERV. AREA 3A DA 002 1982-1983 S-120 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA XX 1982-1986 S-120 SPILLWAY ON LEVEE L-29 AT CONSERV. AREA 3A 8K 001 .o- 0 S-120 SPillWAY ON ·lEVEE L-29 AT CONSERV. AREA 3A OA 001 1986-1986 S-120 SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A BK 002 00 S-12D SPillWAY ON LEVEE l-29 AT CONSERV. AREA 3A OA 002 1986-l986 S-12D SPillWAY ON lEVEE l-29 AT CONS£RV. AREA 3A BK XX 00 S-12D SPILLWAY ON LEVEE l-29 AT CONSERV. AREA 3A - 0DA SP 0 S-12D SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA 000 1982-1983 S-12D SPILLWAY ON LEVEE l-29 AT CONSERV. AREA 3A DA 000 BELF 1985-1986 S-12D SPillWAY ON lEVEE l-29 AT CONSERV. AREA 3A DA 000 1962-1977 S-12D SPillWAY ON LEVEE l-29 AT CONSERV. AREA 3A BK 001 00 S-12E CULVERT ON LEVEE L-29 AT CONSERV. AREA 3A DA 001 00 S-12E CULVERT ON lEVEE L-29 AT CONSERV. AREA JA BK 002 00 S-12E CULVERT ON lEVEE l-29 AT CONSERV. AREA 3A DA 002 00 S-12E CULVERT ON lEVEE L-29 AT CONSERV. AREA 3A BK XX 00 S-t2E CULVERT ON lEVEE l-29 AT CONSERV. AREA 3A OA XX 00 S-12E CULVERT ON lEVEE l-29 AT CONSERV. AREA 3A BK 001 00 S-120 CULVERT ON CANAL C-100A AT U.S. HIGHWAY 1 DA 001 00 S-120 CULVERT ON CANAL C-lOOA AT U.S. HIGHWAY 1 BK 002 00 S-120 CULVERT ON CANAL C-100A AT U.S. HIGHWAY 1 DA 002 00 S-120 CULVERT ON CANAL C-100A AT U.S. HIGHWAY 1 BK XX 00 S-120 CULVERT ON CANAL C-lOOA AT U.S. HIGHWAY 1 DA XX 00 S-120 CULVERT ON CANAL C-100A AT U.S. HIGHWAY 1 BK 001 00 S-121 CULVERT ON CANAl C-100C AT FLORIDA HIGHWAY DA 001 00 5-121 CULVERT ON CANAL C-tOOC AT FLORIDA HIGHWAY BK noz 00 S-121 CULVE~T ON CANAL C-lOOC AT FLORIDA HIGHWAY
SETNRG 225435 225435 225435 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 195436 225436 225436 225436 225436 225436 225436 225436 225436 225436 135436 135436 135436 135436 135436 135436 135436 135436 135436 135436 135436 135436 245436 75437 75437 75437 75437 75437 75437 105540 105540 105540 105540 105540 105540 55540 55540 55540
LAT l54541 254541 254541 254541 254541 254541 254541 254541 254541 254541 254541 254541 254541 254541 2S4541 Z54541 254541 254541 254541 254542 254542 254542 254542 254542 254542 254542 254542 254542 254543 254543 254543 254543 254543
25454~
254543 254543
25454~
254543 254543 254543 254543 254539 254539 254539 254539 254539 254539 254014 254014 254014 254014 254014 254014 254112 254112 254112
lONG 80-4916 804916 804916 804610 804610 804610 804610 804610 804610 804610 80-t&lO 804610 804610 804610 804610 804610 804610 804610 804610 804340 804340 804340 804340 804340 804340 804340 804340 804340 804054 804054 804054 804054 804054 804054 804054 804054 804054 804054 804054 804054 804056 804027 804027 804027 804027 804027 804027 801918 801918 801918 801918 801918 801918 802140 802140 802140
Hydrologic and Climatologic Monitoring Stations in Dade County, Florida (Continued) STATION 5121 5121 5121 S122 5122 5122 51l2 5122 5122· S1Z3 5123 5123 5123 5123
()
I N Ul
S123 S123 S123 5123 5123 S12 512 512 512 S148 S148 5148 5148 S148 S148 5149 5149 S149 5149 5149 S149 . 514 514 S14 514 S14 S14 514 514 S165 5165 ·5165 5165 5165 S165 5166 5166 5166 5166 5166 5166 S167
All IO 50555401 50555401 50555401
~0456401
50456401 50456401 50456401 50456401 50456401 53555401 53555401 5355·5401
53555401
53555401
53555401 23555401 23555401 23555401 . 23555401 2289040 2289040 2289040 2289040 51256391 51256391 51256391 51256391 51256391 51256391 50556401 50556401 50556401 50556401 50556401 50556401 2288990 2288990 51654351 51654351 51654351 51654351 51654351 51654351 52356391 52356391 52356391 52356391 5t356391 52356391 53356391 53356391 533553q1 53356391 . 53356391 53356391 506~7391
CNTY DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE
DADE
DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADE DADF DADE DADE UADE DADE DADE DADE DADE DADE DADE
TYPE 5TGD flOW FLOW STGU STGU STGD STGD FLOW FLOW STGU STGU STGD STGD
FLOW FLOW STGU STGU FLOW STGD 5TGU 5TGU FLOW FLOW STGU STGU STGD STGD FLOW FLOW STGU STGU STGD 5TGD FLOW FLOW STGU STGU STGU STGU STGD STGD FLOW FLOW 5TGU STGU STGD STGD FLOW FLOW STGU STGU STGD STGD FLOW FLOW STGU
METH MEAN IN5T MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN MEAN INST MEAN MEAN MEAN fWM MEAN INST INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN MEAN FWM MEAN MEAN MEAN MEAN MEAN MEAN IN5T MEAN INST MEAN INST M[AN INST MEAN INST MEAN INST MEAN INST
FQ 5TRA RCDR 5TRT END FULL STATION NAME DA 002 00 5-121 CULVERT ON CANAL C-100C AT FLORIDA HIGHWAY BK XX 00 S-121 CULVERT ON CANAL C-100C AT FLORIDA HIGHWAY DA XX 00 S-121 CULVERT ON CANAL C-100C AT FLORIDA HIGHWAY BK 001 00 s~122 CULVERT ON CANAl C-1008 AT FRANJO ROAD MIA DA . 001 00 S7122 CULVERT ON CANAL C-1008 AT FRANJO ROAD MIA BK 002 00 S-122 CULVERT ON CANAL C-100B AT FRANJO ROAD MIA DA 002 00 S-122 CULVERT ON CANAL C-100B AT fRANJO ROAD MIA BK XX 00 5-122 CULVERT ON CANAL C-100B AT FRANJO ROAD MIA DA XX 00 S-122 CULVERT ON CANAL C-100B AT FRANJO ROAD MIA BK 001 00 S-123 CULVERT ON CANAL C-100 AT TIDEWATER DA 001 1979-1986 S-123 CULVERT ON CANAL C-100 AT TIDEWATER BK 002 00 S-123 CULVERT ON CANAL C-100 AT .TIDEWATER DA 002 1979-1986 S-123 CULVERT ON CANAL C-100 AT TIDEWATER BK XX 00 S-123 CULVERT ON CANAl C-100 AT TIDEWATER DA XX 1979::.1986 S-1~3 CULVERT ON CANAL C-100 AT TIDEWATER DA 001 TELE 1986-1986 S-123 CULV.ERT ON CANAL C-100 AT TIDEWATER BK 001 TELE 00 S-123 CULVERT ON CANAL C-100 AT TIDEWATER DA SP TELE 1986-1986 S-123 CULVERT ON CANAL C-100 AT TIDEWATER DA 002 TELE 1986-1986 S-123 CULVERT ON CANAL C-100 AT TIDEWATER DA 001 1969-1986 TAMIAMI C OUTLETS L67A TO 40 MI BND NR MIAMI, FL DA 001 1963-1983 TAMIAMI C OUTLETS L67A TO 40 MI BND NR MIAMI, FL OA XX 1963-1986 TAMIAMI C OUTLETS L67A TO 40 MI BND NR MIAMI, FL DA XX 1982-1985 TAMIAMI C OUTLETS L67A TO 40 Ml BNO NR MIAMI, FL 8K 001 00 S-148 SPILLWAY ON CANAL C-1 AT F.E.C. RAILROAD DA 001 1979-1986 S-148 SPILLWAY ON CANAL C-1 AT F.E.C. RAILROAD BK 002 00 S-148 SPILLWAY ON CANAL C-1 AT F.E.C. RAILROAD DA 002 00 S-148 SPILLWAY ON CANAL C-1 AT F.E.C. RAILROAD BK XX 00 S-148 SPILLWAY ON CANAL C-1 AT F.E.C. RAILROAD DA XX 00 S-148 SPILLWAY ON CANAL C-1 AT f.E.C. RAILROAD BK 001 00 S-149 CULVERT ON CANAL C-1N WEST OF U.S. HIGHWAY DA 001 1983-1986 S-149 CULVERT ON CANAL C-1N WEST OF U.S. HIGHWAY BK 002 00 S-149 CULVERT ON CANAL C-1N WEST OF U.S. HIGHWAY DA 002 00 S-149 CULVERT ON CANAL C-1N WEST OF U.S. HIGHWAY BK XX 00 S-149 CULVERT ON CANAL C-1N WEST OF U.S. HIGHWAY DA XX 00 S-149 CULVERT ON CANAL C-1N WEST OF U.S. HIGHWAY DA 001 1968-1980 TAMIAMI CANAL AT 40-MILE BEND, NEAR MIAMI, FLA. DA 001 1960-1968 TAMIAMI CANAL AT 4Q-MILE BEND, NEAR MIAMI, FLA. BK 001 00 TAMIAMI CANAL AT 40-MILE BEND, NEAR MIAMI. FLA. DA 001 1986-1986 TAMIAMI CANAL AT 40-MILE BEND, NEAR MIAMI. FLA. BK 002 00 TAMIAMI CANAL AT 40-MILE BEND. NEAR MIAMI, FLA. DA 002 00 TAMIAMI CANAL AT 40-MILE BEND, NEAR ~!AMI. FLA. BK XX 00 TAMIAMI CANAL AT 40-MILE BEND, NEAR MIAMI, FLA. DA CU 00 TAMIAMI CANAL AT 40-MILE BEND, NEAR MIAMI, FLA. BK 001 o·- 0 S-165 SPILLWAY ON CANAL C-102 NEAR f .E .C. RAILROA DA 001 1967-1986 S-165 SPILLWAY ON CANAL C-tOi NEAR f.~.t. RAILROA BK 002 00 S-165 SPILLWAY ON CANAL C-102 NEAR F.E.C. RAILROA DA 002 · 1967-1986 S-165 SPILLWAY ON CANAL C-102" NEAR F.E.C. RAILROA BK XX 00 S-165SPILLWAY ON CANAL C-102 NEAR f .E.C. RAILROA DA XX 1967-1986 S-165 SPILLWAY ON CANAL C-102 NEAR f.E.C~ RAILROA BK _ 001 00 S-:166 ·sPILLWAY ON CANAL C-103N NEAR F. E. C. RAILRO DA )001 1977-1986 S-166 SPILLWAY ON CANAL C-103N NEAR F .E.C. RAilRO BK 002 00 S-166 SP!Ll~AY ON CANAL C-103N NEAR F.E.C. RAILRO DA 002 1967-1986 S-166 SPILLWAY ON CANAL C-103N.NEAR F.E.C. RAILRO BK XX 00 S-166 SPILLWAY ON CANAL C-103N ~EAR F.E.C. RAILRO DA XX 1984~19.85 S-166 SPILLWAY ON CANAL. C-103N NEAR F .E.C. RAILRO BK 001 0- . 0 S-167 SPILLWAY ON CANAL C-103 NEAR FLA. HIGHWAY 2
SETNRG ~~540
55540 55540 45640 45640 45640 45640 45640 45640 355540 355540 355540 355540 355540 3-55540
355540 355540 3-55540 355540 225436 £25436 225436 225436 125639 125639 125639 125639 125639 125639 55640 55640 55640 55640 55640 55640 165435 165435 165435 165435 165435 165435 165435 16S435 235639 235639 235639 235639 235639 235639 335639 335639 335639 335639 335639 335639 65739
LAT 254112 254112 254112 253538 253538 253538 253538 253538 253538 253636 253636 253636 253636
LONG 802140 802140 802140 802054 802054 802054 802054 802054 802054 801829 801829 801829 801829 Z53636 801829 253636 801829 253636 801829 253636 801829 253636 801829 25363~ 801829 254542 804334 254542 804334 254542 804334 254542 804334 253525 802248 253525 802248 253525 802248 253525 80224R 253525 802248 253525 802248 253530 802141 253530 802141 253530 802141 253530 802141 253530 802141 253530 802141 254541 804920 254541 80492Q 254541 804920 254541 804920 254541 804920 254541.804920 254541 804920 254541 804920 253403 8024·18 253403 802418 253403 802418 253403 802418 253403 802418 253403 802418 253240 802545 253240 802545 253240 802545 253240 802545 253240 802545 253240 802545 253128 802727
.Hydrologic and Climatologic Monitoring Stations in Dade County. Florida {Continued) STATION S167 S167. · S167 $167 S167 S173 S113 S1"13 S173 S173 S173 S173 S114 S174 S174 5174
S174 S174 S175 S175 S175 S175 S175 C::171;
Sl/6
S176 S176 S176 S176 St16 S177 S177 S177 S177 .S117 S171 S178 S178 St78 S178 S118 S118 S179 .S179 S179 S179 S179 S179 S18C S18C S18C S1BC S1BC SlBC S18C S18C
All ID 50657391 50657391 50657391 50657391 50657391 52655382 52655382 52655382 52655382 52655382 52655382 2655382 50757381 50757381 50757381
CNTY TYPE METH FQ STRA RCDR DADE . STGU MEAN DA 001 DADE STGD INST BK 002 DADE STGD MEAN OA 002 DADE FLOW INST BK XX DADE. FLOW MEAN DA XX DADE STGU INST BK 001 DADE STGU.MEAN DA. 001 ·DADE STGD INST BK 002. DADE STGD MEAN DA 002 DADE FLOW INST.BK U DADE FLOW MEAN DA. XX · DADE FlOW MEAN DA CU DADE STGU INST BK 001 DADE STGU MEAN DA 001 DADE STGD INST BK 002 50757381 DADE STGD MEAN DA 002 50757381 DADE FLOW INST BK XX 50757381 DADE FLOW MEAN DA XX 50158371 DADE STGU INST BK 001 DADE STGU MEAN OA 001 50158371 50158371 DADE STGD INST BK 002 50158371 DADE STGD MEAN DA 002 50158371 DADE FlOW INST BK XX 50158371 DADE FLOW MEAN DA XX DADE STGU INST BK 001 50757382 DADE STGU MEAN DA 001 50757382 DADE STGD INST,BK 002 50757382 50757382 DADE STGD MEAN DA 002 50757382 DADE FLOW INST BK XX 50757382 DADE FLOW MEAN DA XX DADE STGU INST BK - 001 50858381 DADE STGU MEAN DA 001 50858381 50858381 DADE STGD INST BK 002 DADE STGD MEAN DA 002 50858381 50858381 DADE FLOW INST BK XX 50858381 DADE FLOW MEAN DA XX DADE STGU INST BK 001 50458381 50458381 DADE STGU MEAN DA 001 50458381 DADE STGD INST BK 002 DADE STGD MEAN DA 002 50458381 DADE FLOW INST BK XX 50458381 DADE flOW MEAN DA XX 50458381 DADE STGU INST BK 001 51357391 51357391 DADE STGU MEAN DA 001 51357391 DADE STGD INST BK 002 51357391 DADE STGD MEAN DA 002 51357391 DADE flOW INST BK XX 51357391 DADE FLOW MEAN DA XX 2290769 DADE STGU MEAN DA 001 2290769 DADE FLOW MEAN DA XX . 2290770 DADE STGD MEAN DA 002 2290770 DADE STGD FWM. DA 002 53358381 ·.• ...DADE STGU INST BK 001 53358381 DADE STGU MEAN OA 001 DADE STGO INST BK 002 53358381 OAOE STGO MEAN DA 002 53358381
STRT END 1970-1986 S-167 00 S-167 1967-1986 S-167 00 S-167 1982-1986-S-167 . 00 S-173 1981-1981 S-173 0-· 0 S--173 1981-1981 S-173 00 S-173 1981-1981 S-113 1985-1986 S-173 00 S-174 1980-1986 S-174 00 S-174 1972~1986 S-174 00 S-174 1980-1986 S-174 00 S-175 1972-1986 S-175 00 S-175 1972-1986 S-175 00 S-175 1972-1986 S-175 00 S-176 1967-1986 S-176 00 S-176 1967-1986 S-176 00 S-176 1968-1986 S-176 00 S-177 1981-1986 S-177 00 S-177 1981-1986 S-177 00 S-177 1981-1986 S-177 00 S-178 1981-1986 S-178 00 S-178 1981-1986 S-178 00 S-178 00 S-178 00 S-119 1967-1986 S-179 00 S-179 1967-1986 S-179 00 S-179 1967-1986 S-179 1968-1986 CANAL 1968-1986 CANAL 1967-1986 CANAL 1967-1982 CANAL . 00 CANAL 1966-1971 CANAL 00 CANAL 1966-1971 CANAL
FULL STATION NAME SHNRG SPILLWAY ON CANAL C-103 NEAR FLA. HIGHWAY 2 65739 SPILLWAY ON CANAL C-103 NEAR FLA: HIGHWAY 2 65739 SPILLWAY ON CANAL C-103 NEAR FLA. HIGHWAY 2 65739 SPILLWAY ON CANAL C-103 NEAR fLA. HIGHWAY 2 65739 SPillWAY ON CANAl C-103 NEAR FlA. HIGHWAY 2 65739 CULVERT ON LEVEE L-31N AT SITE. OF CURRENT S 265538 CULVERT ON LEVEE l-31N AT SITE OF CURRENTS 265538 CULVE-RT ON LEVEE l-31N AT SITE OF CURRENT S 265538 CULVERT ON LEVEE l-31N AT SITE OF CURRENT S 265538 CULVERT ON LEVEE l-31N AT SITE OF CURRENTS 265538 CULVERT ON LEVEE l-31N AT S.ITE OF CURRENT S 265538 CULVERT ON LEVEE l-31N AT SITE .OF CURRENT S 265538 SPILLWAY ON LEVEE l-31N AT LEVEE L-31W . 75738 SPillWAY ON LEVEE l-31N AT LEVEE l-31W 75738 SPillWAY ON LEVEE L-31N AT LEVEE l-31W 75738 SPILLWAY ON LEVEE L-31N AT LEVEE l-31W 75738 SPILLWAY ON LEVEE l-31N AT LEVEE l-31W 75738 SPillWAY ON LEVEE l-31N AT LEVEE L-31W 75738 CULVERT ON LEVEE L-31W NEAR U.S. HIGHWAY 27 15837 CULVERT ON LEVEE L-31W NEAR U.S. HIGHWAY 27 15837 CULVERT ON LEVEE l-31W NEAR u.S. HIGHWAY 27 15837 CULVERT ON LEVEE L-31W NEAR U.S. HIGHWAY 27 15837 CULVERT ON LEVEE l-31W NEAR U.S. HIGHWAY 27 15837 CULVERT ON LEVEE l-31W NEAR U.S. HIGHWAY 27 15837 SPILLWAY ON CANAL C-111 AT LEVEE l-31N 75738 SPILLWAY ON CANAL C-111 AT LEVEE L-31N 75738 SPILLWAY ON CANAL C-111 AT LEVEE l-31N 75738 SPILLWAY ON CANAL C-111 AT LEVEE l-31N 75738 SPILLWAY ON CANAL C-111 AT LEVEE l-31N 75738 SPillWAY ON CANAL C-111 AT LEVEE L-31N 75738 SPILLWAY ON CANAL C-111 NEAR FLA. HIGHWAY 2 85838 SPILLWAY ON CANAL C-111 NEAR FLA. HIGHWAY 2 85838 SPILLWAY ON CANAL C-111 NEAR FLA. HIGHWAY 2 85838 SPILLWAY ON CANAL C-111 NEAR FLA. HIGHWAY 2 85838 SPillWAY ON CANAL C-111 NEAR FLA. HIGHWAY 2 85838 SPILLWAY ON CANAL C-111 NEAR FLA. HIGHWAY 2 85838 CULVERT ON CANAl C-111E ~T FLORIDA HIGHWAY 46838 CULVERT ON CANAL C-111£ AT FLORIDA HIGHWAY · 45838 CULVERT ON CANAL C-111E AT FLORIDA HIGHWAY 45838 CULVERT ON CANAL C-111E AT flORIDA HIGHWAY 45838 CULVERT ON CANAL C-111E AT FLORIDA HIGHWAY 45838 CULVERT ON CANAL C-111E AT FLORIDA HIGHWAY 45838 SPILLWAY ON CANAL C-103N AT CANAL C-103 135739 SPillWAY ON CANAL C-103N AT CANAL C-103 135739 SPILLWAY ON CANAL C-103N AT CANAL C-103 135739 SPILLWAY ON CANAL C-103N AT CANAL C-103 135739 SPILLWAY ON CANAL C-103N AT CANAL C-103 135739 SPILLWAY ON CANAL C-103N AT CANAL C-103 135739 111 BELOW S-18-C NEAR FLORIDA CITY, Fl 35938 111 BELOW S-18-C NEAR flORIDA CITY, Fl 35938 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 111 BELOW S-18-C NEAR FLORIDA CITY, Fl 35938 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 111 BELOW S-18-C NEAR FLORIDA CITY, Fl 35938 111 BELOW S-18-C NEAR FLORIDA CITY, Fl 35938
..
LAT 253128 253128 253128 253128 253128 253640 253640 253640 253640 253640 253640 253640 253034 253034 253034 253034 253034 253034 252642 252642 252642 252642 252642 252642 253035 253035 253035 253035 253035 253035 252554 252554 252554 252554 252554 252554 252428 252428 252428 252428 252428 252428 252948 252948 252948 252948 252948 252948 251914 251914 251914 251914 251914 251914 251914 251914
LONG 802727 802727 802727 802727 802727 803036 803036 803036 803036 803036 803036 803036 803354 803354 803354 803354 803354 80335.4 803349 803349 803349 803349 803349 803349 803301 803301 803301 803301 803301 803301 803257 803257 803257 803257 803257 803257 803127 803127 803127 803127 803127 803127 802436 802436 802436 802436 802436 802436 803131 803131 803131 803131 803131 803131 803131 803131
Hydrologic and Climatologic Monitoring Stations in Dade County. Florida (Continued)· STATION Sl8C 518C S18C S18C S18C S18C S18C S18C .S18C S18C.X S194 5194 5194 5194
-S19-4
()
I t\J -....J
5194 S194 -5195 5195 5195 5195 5195 5195 5196 S196 5196 5196 S196 5196 S197 5197 5197 51~17
S197 5197 S197 . 5197 SZOA S20A S20A S20A S20A S20A S20f S20f
szoF
S20f. S20f SZOF S20f S20F SZOF S20F S20F 52 0F S20G
ALT ID
CNTY DADE DADE DADE · DADE DADE DADE 2-290769 DADE 2335.8381 DADE 23358381 DADE 2290170 DADE 50156381 DADE 50156381 DADE 50156381 DADE 501~6381 DADE 50156381 OAOE 50156381 DADE MRF-120 DADE 51456391. DADE 51456391 DADE 51456391 DADE 5145639t DADE 51456391 DADE 51456391 DADE 53456381 DADE 53456381 OADE 53456381 DADE 53456381 DADE 53456381 DADE 53456381 DADE 2290782 DADE 2290782 DADE 52159391 . DADE 52159391 DADE 52159391 DADE 52159391 DADE 52159391 .DADE 52159391 DADE 53251401 DADE 53257401 DADE 53257401 DADE· 53257401 DADE 53257401 DADE 53257401 DADE 51757401 DADE 51757401 DADE 51757401 DADE 51757401 DADE. 51757401 DADE 5175740i DADE MRF122 DADE 21757401 DADE 21757401 DADE 217574~1 DADE 21757401 DADE 21:1:57401 DADE 50457401 DADE 53358381 53358381 23358381 23358381 23358381 MRF124
TYPE FLOW FLOW 5TGU STGU STGD RAIN FLOW STGD FLOW FlOW STGU STGU 5TGD STGD flOW
METH INST MEAN MEAN INST MEAN SUM INST INST MEAN MEAN INST MEAN INST MEAN INST
FQ BK DA DA BK DA DA DA BK DA DA BK DA BK
OA BK
FLOW MEAN DA
RAIN STGU STGU STGD STGD FLOW FLOW STGU STGU STGD STGD FLOW FLOW STGU STGU STGU STGU STGD STGD FLOW FLOW STGU STGU STGD STGD FLOW FLOW STGU STGU STGD STGD flOW FLOW RAIN STGU STGD STGU STGD FLOW 5TGU
SUM INST MEAN INST MEAN INST MEAN INST MEAN INSJ MEAN INST MEAN MAX MIN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN INST MEAN SUM MEAN MEAN INST INST MEAN INST
DA BK DA· BK DA BK DA BK DA BK DA BK DA DA DA BK DA BK DA BK DA BK DA BK DA BK OA BK DA BK DA BK DA DA DA DA BK BK. DA BK
STRA XX XX 001 001 002 000 XX 002 SP XX 001 001 002
RCDR 5TRT END 0.0 1966-1968 TELE 1985-1986 TELE 00 TELE 1985-1986 SELF 1967-1986 1982-1985 TELE 00 TELE 1986-1986 1982-1983 00 1984-1985 00 002 1984-1985 XX O0 XX
19U-1985
000 SELF 1966-1980 001 00 001 00 002 00 002 00 XX 00 XX 00 001 00 001 1981-1985 002 00 002 1981-1985 XX 00 XX 1981-1985 001 1966-1969 001 1966-1969 001 00 001 1969-1986 002 00 002 1970-1986 CU 00 XX 1970-1986 001 00 001 00 002 00 002 00 XX 00 XX 00 001 00 001 00 002 00 002 00 XX 00 XX 0- · 0 000 BELF 1968-1986 001 TELE-1985-1986 002 TELE. 1985-1986 001 TEL£ 0- . 0 002 TELE · 0- · 0 5P TELE 1985-1986 001 00
FULL STATION NAME SETNRG CANAL 111 BELOW 5-18-C NEAR FLORIDA CITY. FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 35938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 3.5938 CANAL 111 BELOW S-18-C NEAR FLORIDA CITY, FL 0 0 0 S-194 CULVERT ON CANAL C-102 AT FLA. HIGHWAY 27 15638 S-,194 CULVERT ON CANAL C-102 AT FLA. HIGHWAY 27 15638 S-194 CULVERT ON CANAL C-102 AT FLA. HIGHWAY 27 15638 S-194 CULVERT ON CANAL C-102 AT FLA. HIGHWAY 27 15638 S-194 CULVERT ON CANAL C-102 AT FLA. HIGHWAY 27 15638 S-19-t CULVERT ON CANAl C-lOZ AT FLA. HIGHWAY 27 15638 S-194 CULVERT ON CANAL C-102 AT FLA. HIGHWAY 27 15638 S-195 CULVERT ON CANAL C-102N AT otD DIXIE HIGHWA 145639 S-195 CULVERT ON CANAL C-102N AT OLD DIXIE HIGHWA 145639 S-195 CULVERT ON CANAL C-102N AT OLD DIXIE HIGHWA 145639 S-195 CULVERT ON CANAL C-102N AT OLD DIXIE HIGHWA 145639 S-195 CULVERT ON CANAL C-102N AT OLD DIXIE HIGHWA 145639 S-195 CULVERT ON CANAL C-102M AT OLD DIXIE HIGHWA 145639 S-196 CULVERT ON CANAL C-103 NEAR RICHARDS ROAD 345638 S-196 CULVERT ON CANAL C-103 NEAR RICHARDS ROAD 345638 S-196 CULVERT ON CANAL C-103 NEAR RICHARDS ROAD 345638 S-196 CULVERT ON CANAL C-103 NEAR RICHARDS ROAD 345638 S-196 CULVERT ON CANAl C-103 NEAR RICHARDS ROAD 345638 S-196 CULVERT ON CANAL C-103 NEAR RICHARDS ROAD 345638 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-197 CULVERT ON CANAL C-111 AT TIDEWATER 215939 S-20A. SPILLWAY ON !PRO-P CANAL C-106 AT LEVEE L- 325740 S-20A SPILLWAY ON PROP. CANAL C-106 AT LEVEE L- 325740 S-20A SPILLWAY ON PROP~ CANAL C-106 AT LEVEE L- 325740 S-20A SPILLWAY ON PROP. CANAL C-106 AT LEVEE L- 325740 S-20A SPillWAY ON PROP. CANAl C-106 AT LEVEE L- 325740 S-20A SPILLWAY ON PROP. CANAL C-106 AT lEVEt L:- 325140 S-20f SPILLWAY ON ANAL -103 NEAR TIDEWATER 175740 S-20F SPilLWAY ON CANAL C-103 NEAR TIDEWATER 175740 S-20f SPILLWAY ON CANAL C-103 NEAR TIDEWATER 175740 S-20F SPILLWAY ON CANAL C-103 NEAR TIDEWATER 115740 S-20F-SPILLWAY ON CANAL C-103 ~EAR TIDEWATER 175740 S-20f· SPILLWAY ON CANAL C-103 NEAR TIDEWATER .175740 S-20F SPILLWAY ON CANAL C-103 NEAR TIDEWATER 175140 S-~OF SPILLWAY ON.tANAL C-103 NEAR .TIDEWATER 175740 S-20F SPILLWAY ON CANAL C-103 NEAR TIDEWATER 175740 S-:-20f SPILLWAY ON CANAL C-103 NEAR TIDEWATER 175740 S-20F SPILLWAY ON CANAL C-'103 NEAR TIDEWATEft 175740 S~20F SPILLWAY ON.(ANAL C-103 NEAR TIDEWATER 175740 S-lOG SPILLWAY ON MILITARY CANAL AT TIDEWA~ER 45740
'I
LAT 251914 251914 251914 251914 251914 251914 251914 251914 251914 251949 253458 253458 253458· 253458 253458
LONG 803131 '803131 803131 803131 803131 803131 803131 803131 803131 803131 802843 802843 802843 802843 802843
253458 802843
253458 802843 253303 802347
253303 253303 253303 253303 253303 253100 253100 253100 253100 253100 253100 251909 251909 251909 251909 251909 251909 251909 251909 25264. 8 252648 252648 252648 252648 252648 252936 252936 252936 252936 252936 252936 252936 252936 252936 252936 252936 252936 253101
802·347 802347 802347 802347 . 802347 803042 803042 803042 803042 803042 803042 802630 802630 802630 802630 802630 802630 802630 802630 802116 802116 802116 802116 802116 802116 802043 802043 802043 8020·43 802043 802043 802043 802043 802043 802043 802043 802043 802054
Hydrologic and ~limatologic ~onitoring Stations in Dade Co·unty. Florida (Conti·nued)
()
I N . CX>
STATION All 10 CNTY S20G 50457401 DADE S20G 50457401. DADE . 50457401 . S20G DADE S20G 50457401 DADE S20G 50457401 DADE S20G 20457401 ·DADE. . DADE ·S2'0G 20457401 SZOG 20457401 DADE SZOG 20457401 DADE S20G 20457401 DADE S20 51958401 DADE S20 51958401 DADE S20 51958401 DADE S20 51958401 DADE 520 51958401 DADE S20 51958401 DADE S20 MRF123 DADE S21A 52856401 DADE SztA 52856401 DADE S21A 52856401 DADE S21A 52856401 DADE SztA 52856401 DADE S?.1A 52856401 DADE S21A 22856401 DADE S21A 22856401 DADE S21A 22856401 DADE S21A 22856401 DADE S21A 22856401 DADE S21 2290710 DADE S21 2290110 DADE S21 2290710 DADE S21 52156401 DADE S21 52156401 DADE S21 52156401 DADE S21 52156401 DADE S21 52156401 DADE S21 52156401 DADE S21 2290710 DADE S21 22156401 DADE S21 22156401 -DADE S21 22156401 DADE S21 22156401 DADE S21 22156401 DADE S22 2290700 DADE S22 2290700 DADE S22 2290700 DADE S22 50755411 DADE S22 50755411 DADE S22 50755411 DADE S22 50755411 DADE S22 50755411 DADE S22 50755411 DADE S22 2290700 DADE S22 20 755411 OAOE S22 20755411 DADE S22 20755411 DADE
TYPE METH FQ.STRA RCOR SlGU MEAN OA 001 STGO INST BK 002 STGO MEAN OA 002 FLOW INST· "BK XX FLOW MEAN DA XX STGU MEAN DA 001 TELE STGD MEAN DA 002 TELE STGU INST BK 001 TELE STGD INST BK 002 TELE FLOW MEAN DA SP TELE STGU .INST BK 001 STGU MEAN DA 001 STGD INST BK 002. STGD MEAN DA 002 FLOW INST BK XX FLOW MEAN DA XX RAIN SUM OA 000 BELF STGU INST BK 001 STGU MEAN DA 001 STGD INST BK 002 STGD MEAN DA 002 FLOW INST BK XX FLOW MEAN DA XX STGU MEAN OA 001 TELE STGO MEAN DA 002 THE STGU INST BK 001 TELE STGO INST BK 002 TELE FLOW MEAN DA SP HLE STGU MEAN DA 001 STGU FWM OA· 001 FLOW MEAN DA XX STGU INST BK 001 STGU MEAN DA 001 STGD INST BK 002 STGD MEAN DA 002 FLOW INST BK· XX FLOW MEAN DA XX FLOW INST DA XX STGU MEAN DA 001 TELE STGD MEAN OA 002 TELE STGU INST BK 001 TELE STGO INST BK 002 TELE FLOW MEAN DA SP TELE STGU MEAN DA 001 STGU FWM DA 001 FLOW MEAN DA XX STGU INST BK 001 STGU MEAN DA 001 STGD INST BK 002 STGD MEAN OA 002 FLOW INST BK XX FLOW MEAN DA XX "FLOW INST DA XX STGU MEAN OA 001 TELE STGD MEAN OA 002 TELE STGU INST BK 001 TELE
STRT END 1984-1986 00 1984-1986 00 1984-1986 1985-1986 1985-1986 00 o- 0 1986-1986 00 1967-1986 00 1967-1986 o- 0 1968-1986
1968-1986 o~ 0 1972-1986 00 1974-1986 00 1974-1986 1986-1986 1986-1986 00 00 00 1967-1985 1962-1969 1969-1984 00 1980-1983 00 1980-1980 00 00 1982-1985 1985-1986 1985-1986 00 0- · 0 1986-1986 1968-1984 1959-1968 1959-1984 0- . 0 00 00 00 00 00 1982-1985 1985-1986 1985-1986 00
·fUll STATION· NAME S-20G SPillWAY ON MILITARY CANAL AT TIDEWATER S-20G SPILLWAY ON MILITARY CANAL "AT TIDEWATER S-20G SPILLWAY ON MILITARY CANAL AT TIDEWATER S-20G SPILLWAY ON MILITARY CANAL AT TIDEWATER S-20G SPILLWAY ON MILITARY CANAL AT TIDEWATER S-20G SPILLWAY ON MILITARY CANAL AT TIDEWATER S-ZOG SPILLWAY ON MILITARY CANAL AT TIDEWATER S-ZOG SPILLWAY ON MILITARY CANAL AT TIDEWATER S-ZOG SPILLWAY ON MILITARY CANAL AT TIDEWATER S-ZOG SPILLWAY ON MILITARY CANAL AT TIDEWATER S-20 SPILLWAY ON CANAL C-107 AT LEVEE L-31E S-.20 SPILLWAY ON CANAL C-107 AT LEVEE L-31E S-20 SPILLWAY ON CANAL C-107 AT lEVEE l-31E S-20 SPILLWAY ON CANAL C-107 AT LEVEE L-31E S-20 SPILLWAY ON CANAL C-107 AT LEVEE L-31E S-20 SPILLWAY ON CANAL C-107 AT LEVEE L-31E S-20 SPILLWAY ON CANAL C-107 AT LEVEE L-31E S-21A SPILLWAY ON CANAL C-102 AT TIDEWATER S-Z1A SPILLWAY ON CANAL C-102 AT TIDEWATER S-21A SPILLWAY ON CANAL C-102 AT TIDEWATER S-21A SPILLWAY ON CANAL C-102 AT TIDEWATER S-21A SPILLWAY ON CANAl C-102 "AT TIDEWATER S-21A SPILLWAY ON CANAL C-102 AT TIDEWATER S-21A SPillWAY ON CANAL C-102 AT TIDEWATER S-21A SPILLWAY ON CANAL C-102 AT TIDEWATER S-21A SPillWAY ON CANAL C-102 AT TIDEWATER S-21A SPILLWAY ON CANAl C-102 AT TIDEWATER S-21A SPILLWAY ON CANAL C-102 AT TIDEWATER BLACK CREEK CANAL AT S-21 NEAR GOULDS, FL BlACK CREEK CANAL AT S-21 NEAR GOULDS, FL BLACK CREEK CANAL AT S-21 NEAR GOULDS, Fl BLACK CREEK CANAL AT S-21 NEAR GOULDS, Fl BLACK CREEK CANAL AT S-21 NEAR GOULDS, FL BLACK CREEK CANAl AT S-21 NEAR GOULDS, FL BlACK CREEK CANAL AT S-21 NEAR GOULDS, Fl BLACK CREEK CANAL AT S-21 NEAP GOULDS, FL BLACK CREEK CANAL AT S-21 NEAR GOULDS, FL BLACK CREEK CANAl AT S-21 NEAR GOULDS, FL BLACK CREEK CANAL AT S-21 NEAR GOULDS, FL BLACK CREEK CANAL AT S-21 NEAR GOULDS, FL BLACK CREEK CANAL AT S-21 NEAR GOULDS, Fl BlACK CREEK CANAL AT S-21 NEAR GOULDS, FL BLACK CREEK CANAL AT S-21 NEAR GOULDS, Fl SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI, SNAPPER CREEK CANAL AT S-22 NEAR SOUTH MIAMI,
Fl Fl FL Fl FL FL FL FL
FL FL FL FL FL
SETNRG 45740 45740 45740 46740 45740 45740 45740 45740 45740 45140 195840 195840 195840 195840 195840 195840 195840 285640 285640 285640 285640 285640 285640 285640 285640 285640 285640 285640 215640 215640 215640 215640 215640 215640 215640 215640 215640 215640 215640 216640 215640 215640 215640 75541 75541 75541 75541 75541 75541 75541 75541 75541 75541 75541 75541 75541
LAT LONG 253101 802054· 253101 802054 253101 802054 t53101 802054 253101 802054 253101 802054 253101 802054 253101 802054 253101 802054 253101 8~2054 252358 802233 252356 802233 252356.802233 252356 802233 252356 802233 252356 802233 252356 802233 253240 802048 . 253240 802048 253240 802048 253240 8Q2048 253240 802048 253240 802048 253240 802048 253240 802048 253240 802048 253240 8ozo•s 253240 802048 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 253234 801952 263234 801952 253234 801952 253234 801952 253234 8019.52 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703 254011 801703
· HydrologiC and Climatologic. Monitoring Stations in Dade County. Florida (Continued) STATION
S24A
All ID 20755411 20755411 5"235.4381 52354381 5235438.1 52354381 52354381 52354381
Sl-48 S248". S24B SZ46 5248 5248
50155381 50155381 50155381 50i5538l
522 $22 S24A . S24A S24A Sl4A S2.fA
SZ4 .
524 524
524. S2·f
S24' S25A S25A
525A
()
S2-5A S25A 525A 5258
I
5258
l\)
5258 5258
1.0
5258 5258 S25B SZ58 S258
5258 5258 525
525 525 S25
525 S25 SZ5 S.25 525
$25 525 SZ6 S26
$26
526 526 526 S26
526
5015~38:t
5015,5361 ~0"255381
5025538.1 50255.381 soz5})3s:1 502553ifl" 5025:53s:t 532534U 5325.3411" 53253411. 53253411 53253411 5325.3411. 528534'11 528534.11 52853411 52853411 528"5·3411 528.53411 22853411 22853411 2285341.1 228534.11 Z2853411 53353411 53353411 53353411 533.53411 53353411 533"53411 233'53411 23353411 23353411 23353411 23353411 53353412 53353412 53353412 53353412 53353412 53353412 23353412 . 2 33"5"3412 .
CNTY TYPE METH FQ STRA RCOR. STRT "END . FUll STATION· NAME SETNRG LAT LONG DADE STGD INST BK 002 TELE 00 SNAPPER CREEK CANAl AT S-22 NEAR SOUTH MIAMI, Fl 75541 254011 801703 DADE .. FlOW MEAN DA SP TELE 1986-1986 SNAPPER CREEK. CANAL AT S-22 NEAR SOUTH MIAMI, Fl 75541 254011 801703 DADE STGU INST B.K 001 0'0 S-24A CULVERT ON LEVEE l-31N S. Of TAMIAMI CANAL 235438 254308 802950 DADE STGU MEAN D"A 00.1 0o· S-24A CULVERT ON LEVEE l;..31N S. Of. TAMIAMI CANAL 235438 254308 802950. . DADE STGO INST Bk 002 00 S-2-4A CULVERT: ON. LEVEE l-JlN S. Of· TAMIAMI CANAL 235438.254308 802950. DADE STGO MEAN OA 002 0-' 0 S-24ACULVERTON LEVEE'L-31N S. Of TAMlAMl CANAL 235438 254308 802950 DADE FLOW INST 8K xx· 0"'" 0 S-24A CULVERT ON LEVEE l-31N S. Of' TAMIAMI CANAl . 235438 2.54308 802950 DADE FLOW. MEAN Di\ XX 00 S.-24A CULVERT ON LEVEE L-31N: S·; OF TAMlAMI CANAL 235438· 254308 802950 DAO.E ST~U INST" BK 001 00 S'-248 CULVERT ON LEVEE l-30 AT CO.NSERVATION AREA 15538 254634 802859 DADE STGU. MEAN DA 00.1 O·0 S-248' CULVERT ON lEVEE L-30 AT CONSERVATION AREA 15538 254634 802.8.59 DADE STGO.' INSl8K 002 00 S-248 CUlVERT ON. LEVEE: L-30 AT CONSERVATION AREA 15536 25463'4 802859 DADE" STGD.MEAN DA 002 0;.. o· S-2·48 CULVERT ON· LEVEE l-30 AT CONSERVATION AREA 15538 25-4634 802859 DADE FLOW BK xx· 00 S-248 CULVERT ON' LEVEE' L-30 AT C~SE-RVATION-' AREA·· 15538 254634: 802859 DADE FLOW. MEAN [)A XX 0(} S-248 CULVERr ON LEVEE l-30 AT· CONS"ERVATION;; AREA 155:38 2:&'"4634; 802859 DADE STGU INST BK. 001 00 s:..z4·cuLVERT ON·LEV££. L-31N AT TAMIAMI CANAL 25538 254538802.948 DADE SlGO MEAN DA 001 0o. S'-2-4'' CULVERT ON lEVfE l-31N AT TAMlAMI CANAL 255·38: 254538 802948 DADE SJGD INST 8K. 002 00 S-24 ·.CUlVERT, ON LEVEE L-3.1N AT TAMIAMI CANAl 25538z 254538 802946 DADE STGD MEAN>DA 002 00 S-24CULVERT ON LEVEE l-31N At: TAMIAMI CANAL Z5S38 ;;.,·erflo..-. into the Sunny Isles C!>wy. !>torm sewer 5ystem for the Newport Hotel's proposed parKing lot located at Sunny l5le5 C!>wy. and
OF178
Biscayne Bay
Island Developers, LTO
54-42
09
Fi!>her Island
Construction of a 5torm Drainage System consisting of 400 l.F. of French Drain, three (3) 24" Storm ..... ater Wells and two (2) Emergency Overflow!> into Bi5cayne Bay for the proposed Fi!>her Island Phase One, Buildings 1 & 2, located at Fi
OF190
Biscayne Bay
Dade Cty. Public Works Dept.-Hwy. Div.
55:42
05
Galen Dr/Crand Blvd to Ocean Dr
Constructon of storm drainage system for Galen Drive, which consists of 1,450 LF of Frech drains, and one (1) emergency overflow connection to an existing drainage system along Crandon Blvd.
OF107
Black Creek
Oak Ridge Villas Joint venture
56-39
12
E SW 122 AVISW 208 St & BCreek
Construct a proposed slab covered trench for flushing of an existing land locked Canal, with discharge into Black Creek Canal (C· 1W) within Oak Ridge Villas at SW 122 Av. between 208 Street and Black Creek (anal.
OF081
C-103N
Dan Williams & Son. Inc.
57-39
10
blwn SW 2961306;C103N/SW144Av
Install an overflow pipe 5ystem for the removal of excess stormwater runoff from an agricultural site, with discharge into C-103N Canal. Retention of the first flush shall be provided within proposed swale located along the peri met
OF070
C-1W
Weitzer Oak Park South, Jornt Venture
56-39
12
OF172
Collins
City of Miami Beach
53-42
34
20 StWest of Washington Av.
Relocation and improvement of an existing outfall, and the construction of a detention swale as a pollution abatement device adjacent to the north parking area, within the site of th~ Miami Beach Convention Center, located at 20 Stre
OF187
Comfort Canal
City of Miami-Dept. of Public Works
53-41
32
NW 12 ST Dr from NW 45 to 42Av
Construction of a drainage 5ystem consisting 6f 1,902 L.f. of French drains, one (1) pollution control structure and one (1} emergency overflow into the Comfort canal located along N.W. 12 Street Drive between NW 42 Avenue and NW45
OF186
Drain. sys.Frontage Rd. West
Dep. of Tran5.·Miamr Regional Serv. Cent
53-41
16
West Frontage Road
Construction of a storm drainage system con~sting of 1,295 L.F. of French drains. and one (1) emergency overflow into the existing storm drainage system along frontage Road West from N.W. 54 Street to N.W. 62 Street.
OFOBO
Dressels Canal
United America Development Corp
53-40
28
NW 41 ·st btween NW · 87/97 Av
Construct a storm drain syst at the site of the Fir5t Nationwide Savings Executive Center for the disposal of stormwater runoff from parking area & building roof; the proposed drain syst will include seepage trench & two (2) emergenc
~:(':-=.dt
dr.a:n .}nd ~:; :.-~?==~~:::-· ..:·:er~!c::t-: =.! 5W 184 St. East Qf Old rutiPr Rn;td
Con5truct two storm drainage 5ystem with vertical french drains within SW 209 St-Sw 124 Street. SW 209 Terrace. with two 12-inch emergency overflows into C-1W canal. ..
D- 10
OUTFALLS; CLASS 2 PERM1TS, DISCHARGE TO SURFACE WATER DADE COUNTY DADE COUNTY DERM SANPLE LISTING -
i PERMIT
CANAL
. TITLE
TWN·RNG
5EC1a
STREET
JOB DESCRIPTION
OF082
Dumfoundli ng Bay
Williams Island Assoc. Ltd.
52-42
10
Williams Island
Expand an existing storm drainage system with emergency overflow mto Dumtoundlmg Bay, for Island Blvd
OF093
Dumfoundli ng Bay
Williams Island Assoc. Ltd.
52-42
10
Wiilaims lslllsl Blvd & Oumf.
Constr. of a french drain syst. w' overflow connect. into an existing storm sewer tor "Williams lsl.and-Tennb Entrance and Parking Lot". All stormwater system provides for retention of first one inch of runoff. This project is locate
OF102
Dumfoundli
Williams Island Assoc.
52-42
10
ng6ay
L"td.
OF191
Dumfoundli ng Bay
Williams Island Associates, Ltd.
52-42
OF197
Dumfoundli ng Bay
Williams Island Associates, l.to.
OF174
F.E.C. Canal
OF183
Restaurant lsi at
Construction of a storm drainage system for the Restaurant Island at Will1ams Island comprising of a 24" well and an
Williams lsi
18" overflow into the adjacent Maules Lake.
10
3000 Island Blvd.,Williams lsi
Construction of a storm dramage system for Williams Island Tower 'E' to be connected to the existing storm drainage system along Island Blvd., which overflows into Dumtoundling Bay.
52-42
10
Island Blvd., Williams Island
Construction of a storm drainage system for Williams Island Mediterranean Court to be connected to the existing storm dra1age system along Island Blvd., which overflows mto uumfoundling Bay.
Dade Cty Aviation Dept. Mia. Int. Airp
~3-40
25
Ludlam Rd. from NW 25 to 32 St
Const. of a storm drainage system for the relocated pOrtion of Ludlam Rd. around the Airp; the relocatiOn of an outfall from the Airp.site into the FEC Canal. together with the constPJction of a pOllution control Basin within the ret
Graham Dairy Canal
Dept. of Transp. Miami Reg. Serv. Center
52-40
23
NW 138 St from W.16Av to W.8Av
Construction of storm draninage system consisting of 2.322 LF of French drains, swale areas. two {2) emergency overflows into the Graham Dairy Canal and one (1) emergency overflow into the 67th Av pOSitive drainage system fortheGra
OF167
Gratigny Canal
Dade Cty. Public Works Oept.-Hwy. Oiv.
52-40
25
NW 122 St from·w 117 AvfW 2 Ct
Improvement of the Existing drainage system for NW 119/122 Street from W 17 Av toW 2 Ct.; & the Install. on Gratigny Canal of: a72" diameter Culvert at W 16 Av, two 72" Diameter Culverts & two 60" Diameter Culverts at NW67 Av, &
OF193
Intracoastal Waterway
K-Site Assoc.
52-42
02
SW corner of SR 854 & tnt. Wat
Const. of a storm drainage system comprising of a pall. control structure, six (6) drainage wells & an emergency overflow into the intracoastal Waterway for the diSpOsal of storm water runoff from D-site at Aventura • Mystic PointE di:
OF194 ·
Intracoastal waterway
Sea Pointe Development Corp. II
51-42
34
NE 207 St & NE 34 Av
Const. of a storm drainage system consisting of four (4) 24 • drainage wells, pellution control boxes and one (1)emergency overflow into the Intracoastal Waterway for Golden Pointe Townhouses, located at NE 207 Stand NE 34 Avenue.
OF195
Intracoastal Waterway
M:Bch Yacht Club-A Fla. General Partner.
53-42
33
20 St. & Purdy Av .• M. Beach
Construction of a storm drainage system consisting of 290 LF of frech drains, one (1) 24" drainage ·well, one (1) · pOllution control box and one (1) emergency overflow into the Intracoastal Waterway for the M.Bch. Yacht Club Marinaloc
OF087
Miami Canal
Fl. Dept. of Trans.·Eflv. & Publiclnv.
53-31
38
. Miami Av Bridge over MiamiRiv
Upgrade those existing outfalls loca~ed within areas as described in approved plans submitted by the State of Florida, D.O.T. Exfiltration facilities and Control structure are being provided for the retention of the first inch.
OF099
Miami River
53-41
38
OF101
Miami River
Fl. Dept. of Transp.-Env. & Public lnv.
53-41
38
NW 3 Avenue(I-95)/NW 1 to 8 St
Construct a storm drainage. system for 1·95/NW 3 A_veriue ramp comprising of five drainage well!> and an emergency overflow conn·eqior\ to an existing outfall into the Miami River. ·
OF163
Miami River
P& R.Smith
53-41
28
3440 NW North River Drive
Const~ ·o.f a storm drainage system of 60 LF of French. a pellution control structure and an overflow into the adjacent
City of Miami-Dept. of · Public Works
Construction of 1.726lf of :french drain for dispesal of storm water runoff for SW 2 St l:>lween SW 5 Avenue and SW South River Drive. and for SW 4. Street blween SW 6 Avenue and SW South River Drive including a system of two emergency o · ' . .
Miami River for the diwosal_ of stormwater runoff from the·site of Consolidada lnteramericana, S.A. at 3440 NW· Nort
D- .11
OUTFALLS; CLASS 2 PERMITS, DISCHARGE TO SURFACE WATER DADECOUNTY . DADE COUNTY DERM SANPLE LISTING
II
PERMIT
CANAL
TITLE
TWN·RNG
SECla
STREET
JOB DESCRIPTION
OF181
MiamiR!ver
City of Miami-Dept. of Public Works
53-41
38
N Riv Dr blween SW 3 St & NW5
Construction of drainage systems at North River Drive, an improvement project that includes the elimmation of direct positive drainage into the Miami River, blween SW 3 St & NW 5 St.
.•
Of196
Miami River
DERM
53-41
35
SW 11-13 AV & SW 1ST &M.Riv
Improvement of a drainage system with an outfall into the Miami River at NW 13 Av, serving a total area of 50 acres of residential and commercial land use. This improvement consists of the addition of 5-24" drainage wells. to the exi
OF072
North Canal
Alger farms
57-39
22
NE1/4
Constr & opera Water Mngnt System serving 160 acres of agricultural lands by 1·24" CMP .culvert. The purpose of this system is to provide quick relief of excess stormwater runoff & not to lower grounwater during the wet season below ·
OF095
North
far.south
;>7-3Y
J.j
OF171
North
Alger's .Farms
57-39
23
0Fl09
North Line
Miami International Commerce center
53-40
34
Grower~
:>ill oi >vv 57-39
j,.;i Sc;.~
s. of sw 328 St & E.ofSW 137Av NW 12 Stat NW82 Avenue
:,J-
into North Canal.
The Construction ot this system shall be according to approved drawing W.C. 19184-P.
C,onst. & oper. of a stormwater mngt. system draining 240 acres of farmland & consistmg of a 30" pump discharging 30,000 GMP of stormwater runoff into N. Canal. Construction of a storm drainage system for Tract 10 & 14.of Miami Int. Commerce Center comprising of 1,495LF of frech drain. equalizer pipe$ and two outfalis connecting into an emergency overflow 'collector running along tht> north s ·
D- 12
SFWMD Surface Water Management Permits in Dade County PERMIT #
PROJECT
13000025
TYPE
S/T/R
COUNTY
ACRES(/100)
MIAMI, CITY OF
RES
07 53 42
DADE
00006400
C-7
FACILITIES
BODY(S) '-7211\1
RC~
. RES
06 57 38
00000000
iAYLOR SLOUG
FLADEPTOF TRANSPORT AT ION
RES
31 53 42
00015000
BISCAYNE BAY
1300007S
DADE CO PUBLICWORKS
RES
04 54 40
00000470
C-4
13000105
-BABCOCK DEV. CO., THE
RES
34 54 40
00000950
C-2
1-241r~X30FT
1300011S
BABCOCK DEV. CO., THE
RES
34 54 40
0()000080
C-2
1-1SIN CMP OUTFAll
l300012S
DADE CO PUBLIC WORKS
RES
34 55 40
00002300
C-1008
1300013S
WALTERS,G
RES
085739
00000505
C-103
13000145
DADE C() PUBLIC WORKS
RES
34 54 40
00000640
C-2
1-361N CMP + 30FT STORIII' PIPE
1300015S'
DADE CO PUBLIC WORKS
RES
02 54 39
00003360
C-4
1-241N
13000165
LAZARUS DEV CORP
RES
26 56 39
DADE
00004084
C-102
1300023S
JEFFERSON STORES
RES
10 55 40
DADE
1300025S
CATERPILLAR TRACTOR
1300026S
SPRINKLE, G C
1300003S
CONTEXT DEV COMPANY
1300006S
'
1300033S 1300034$ 1300038$. ._ 1
RECEIVING
PERMITTEE
1
,,.
DADE .-
53-1 BIN; 2·271NX4311\1 + 10-181N "291'~ (Ul ''E RTS 2-661N RCP OUTFA.Ll Cl.'l VERTS 3-241N CMP~ CMP + 1-361N>:30fT CMP CUL'v'ERf
3-301N + 1·241N CMP CULVERT 1-181N RCP 1 17LF CULVERT
+
1·181N CMP
1-181NCMP
00001789
C-100A
RES _ •. AGR
13 52 40
00000700
C-8 EXT
18 57 40
00025000
C-103
1-15000 GPM PUMP+ 1-361NX40FT CMP 1-260CC GPM DISCHARGE PUMP AT PC#2
'~
JOE TORCISE >=ARMS
AGR
3057 38
. 00150000
(-111
CALIFORNIA CLUB, THE
REC
06 52 42.
I' 00014000
C-9
DADE CO PUBLIC WORKS
RES
27 55 39
. 00002714
C-lW
v
2-12iN, 1-301N + 1-361N RCPS 1-361N + 2·12-IN CONCRETE
1-421N +
1-48Jr~
PIPE~
CMP
1-361N, 1-301N + 1-421NCMPSlORM DRAIN
1300039S
DADE CO PUBLIC WORKS
RES
17 55 40
00001060
C-100C
1300043$.
ARVIDA NURSERIES
AGR
3454.40
00002500
C-2
. HOMESTEAD PROPEIHIES, INC.
RES
1657 39
00350400
PNSITE RETEf\
FLADEPTOF TRANSPORTATION
RES
045340
00003450
I"
· GENSTAR DEVELOPMENT, INC.
RES
04 5539
00109400
LAKE SYSTEM _SWC,LES. TRENCHES. TOTAL RETENTION
AGR
18 57 40
00004500
1300044S01
HOMESTEAD PROPERTIES
.13Q0047S. 1300048S01
THE HAI\JIMOCKS
WEYERHAEUSER COMPANY
13000505 1300053S
1·.
DADE COUNTY
IND
36 53 40
00323000
AVENTURA
RES
03 51 42
00072220
C-6
C-103 C-4 + C-6
CO
2-241NCMPS 3-2ll0 GPM 2-WAY PUMPS SYSTEM OF SWALES, STORM SEWERS & SEEPAGE DRAINS. AND CULVERTS 4-241N RCPS
--
1-241N + 1-36HofCMPS ,OPEN DITCHES +.CULVERTS. PONDING AREAS + CUL:VERTING OF EXIST OPEN CHANNEL SECTION Of VENETIAN CANAL VIA 11201NX2000FT RCP 5 SYSTEM OF MUNEROUS CONTROL STRUCTURES. GRASSED
1300075S01
AVENTURA
INTRACOAST SWALES. CATCH BASINS & IIIJLETS CONNECTED JO A SYSTEM OF AL PIPES & LAKES (REFER TO PERMIT #13-00052-W) & (ALSO SERVING COMME!'l;CIAL & RECREATIONAL LANDS) 2.2 MILES OF SLANE ROADWAY, CONSTRUCT liNTERSECTION, RELOCATE.2 CANALS, SYSTEM GRASSED SWALES + CULVERTS VIA OPEN LANDS 5
FLADEPTOF TRANSPORTATIO~
OTH
0452 40
00000000
TURNPIKE CAN
CENTEX HOMES OF FLA, INC
RES
285439
00062000
ONSITE
SYSTEM OF GRASSED SWALES + INLETS +. ONSITE LAKE SYSTEM
1300078S
ARVIDACORPO~TION
RES
2154 39
00063440
ON-SITE
(LAKES OF THE MEADOW} SYSTEM OF SWALES. ON-SITE LAKES + SLAB -cOVERED TRENCHES 5 .
1300086$
DORAL PK JOINT VENTl)RE
RES
20 5340
·.QQ055000
'--- ON-SITE
1300109$
CLUB WEST, INC
REC
11 52 4
1300076$ 1300077$01
WESTWIND LAKPS
I
00040600
·.
C-9 · ..
D ·13
(COM) GRASSED
SWA~ES
INTO ON-~ITE EX FILTRATION SYSTEM
1-7500. + 1-10,000 GPM_PUMPS
SFWMD Surface Water Management Permits in Oqde County PERMIT II
PROJECT
1300110S
PERMITTEE
TYPE
S/T/R
. FLA DEPT GEN SERVICE
INS
27 53 39
COUNTY
~CRES(/100.)
RECEIVING BODY(S)
00008510
WETLANDS
FACILITIES 1-NO-MAN ZONE AREA, 1-40FT WIDE FENCED EMBANKMENT W143-101N DIAMETER CAP CULVERTS UNDER PERIMETER ROAD Wi10-181N DIAMETER 5
1300111$01
TRANSMISSION LAIN (FLA. CITY)
1300112S
7.2MILES OF .AERIL TRANSMiSSION LINE ACCESS/PATROL ROAD STRUCTURE PADS. NUMEROUT EQUALIZER CULVERTS. PIPE ARCH CULVERTS & CMP PIPE S. NO OFF-SITE DISCHARGE
FLORIDA POWER & LIGHT
OTH
32 5·~ 40
00000000
WIL!-IAMS & SONS. DAN
AGR
03 57 39
00006100
C-103N
(A#05023·A){BAY VISTA CAMPUS DORMITORIES) SERIES OF
N/A
2-121NX25FT PVC PIPES+ P.C. #17
1300113S
FLA INTERNATIONAL UN
INS
22 52 42
00001310
BISCAYNE BAY
1300118S
ALGER, R
AGR
22 57 39
00016000
NORTH CANAL
(ALGER FARMS) 1·241N CMP CULVERT. 1-241N + 1·301N RCP CULVERTS + 1-20,000 GPM PUMP 5
1300119S
WILLIAMS & SON, DAN
AGR
10 57 39
00012800
C-103N
1-361NX33FT, 1-181NX30FT. 1·301NX33FT + 1-241NX33FT CMP CULVERTS 5
INLETS. CULVERTS +DRY DETENTION AREAS. 70Lf OF 361N DIAMETER RCP.CULV 5
'1300'147$
OLET A RIVER STATE REC · AREA-P#1
DEPT OF NATURAL RESOURCES
REC
14 52 42
00050000
BISCAYNE BAY
SYSTEM OF CATCH BASINS + CULVERTS, WEIR STRUCTURES W/BlEEDERS VI A lAGOONS + THE OLETA RIVER
1300148S
HOMESTEAD AIR FORCE ·BASE
HOMESTEAD AIR FORCE BASE
INS
00 56 39
00291500
BISCAYNE BAY
SYSTEM OF SWALES, INLETS. CULVERTS. LAKES ~ C.t-NALS + 3· PUMPS AT 100,000 GPM EACH VIA THE MILITARY CANAL
1300154S
DOLPHiN STADIUM
DOLPHIN SIADIUM CORPORATION
REC
34 51 41
00014740
C-9
1300161S01
FEC PARK OF INDUSTRY & COMMERC
FLORIDA EAST COAST RAILWAY CO
HWY
32 52 40
00033210
N/A
1300164S01
NORTHWEST WELLFIELD CANALIMPR
METROPOLITAN DADE CO.
OTH
00 52 39
00012604
SNAPPERCRK
1300165S01
DADE CO PRE-TRAIL DETENTION FA
METROPOLITAN DADE CO
INS
27 53 39
00001000
N/A
1300166S01
DADE SHREDDED WASTE LANDFILL
METROPOLITAN DADE COUNTY -
OTH
21 56 40
00004600
·- N/A
1300167$01
MEDLEY LANDFILL EXPANSION&CLOS
WASTE MANAGEMENT, INC.OF FLA.
IND
04 53 40.
00012000
DRY RETENTION AREAS, 8700LF OF [XFIL TRATION TRENCH Wi181N OR241 N DIAMETER PERFORATED CMP CULVERT IN 6FTX10.5FT ROCK BEDS, 160LF OF 541N DIAMETER RCP CULVERT Q UJ/Lf OF 361N DIAMETER RCP CULVERT SYSTEM OF GREEN AREAS AND TRENCH SYSTEMS AND SLAB COVERED TRENCHES 1-14FT DIAMETER GATED CMP CULVERT SYSTEM OF INLET.S & CULVERTS WITH DRY RETENTION AREAS ONSITE CELL #3 CONSISTING OF 46 ACRE WASTE CELL WITH 1-80-MIL
D- 14
HIGH DENSITY POL YETHYLEI\IE BOlT OM LINER AND LEACHATE COLLECTION SYSTEM ONSITE WATER MANAGEMENT SYSTEM SERVING 1·20 ACRES OF SANITARY LANDFILL WITH TOTAL ON-SITE RETENTION.(PERIMETER DITCH SYSTEM &17 ACRE RETENTION AREA.)
CLASS 1CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE COUNTY DERM
NAME
STREET
-
CITY
NUMBER
PROPOSED WORK
ISSUE DATE
DONN ACRES
1\l.E. 207 ST.
34TH AVE
MIAMI
REMOVE 50 ACRES OF MANGROVES
8/20/84
COASTAL TOWERS
KINGS PT. DR.
400
DADE
SEAWALL REPAIR
1,13/85
POINCIANA ISLAND
R+ AlA
DADE
BRIDGE
10/24n9
TOBIS
WEST BROADVIEW DRIVE
10100
BAY HARBOR
SEAWALL REPLACEMENT
4/23/86
13375
NM
DOCK & BULKHEAD
3207
NMB
SEAWALL
JOHANNA INVEST BISCAYNE BAY DR. FRIEDMAN NE 163 ST MARCO POLO HOTEL
METRO
.
..
DEMBROW
SE 25 RD.
150
MIAMI
DAVIT PILES
11/2/84.
WIESER
ARCH CREEK DRIVE
2360
NORTH MIAMI
BULKHEAD,RIP .RAP,DOCK,ELEVATOR
2/19/87
BINNEY
SW63 COURJ
14535
KINGS BAY
DOCK PILE REPL.
10/7/86
DADE
SEAWALL, DREDGING; RIPRAP, MANGROVES
POINCIANA ISLAND DEV
POINCIANA .ISLAND
BURACK
WEST BAY HARBOR DRIVE
9140
MIAMI'BEACH
BATTER PILES
11/25/86
KATHE
NE 13 AVE
9839
M. SHORES
B. &M. & D. PILES
7/1/85
S. FLA. WATER MANA G.
NE 13 ST.
ARCH CREEK
NORTH MIAMI
REPLACEMENT OF FLAT GATES AT SALINITY D.
4/6/84
HAULOVER JETTY ATLANTIC/ HAULOVER
26-52-42 METRO
N. INLET JETTY EXTENSION
5/15/85
SULA
CORONADO TERRACE
13200
NORTH MIAMI
PILES
12/24/86
BAL HARBOUR VILLAGE
OCEAN SIDE OF COLLIN
METRO
DRDG. SAND FROM ICWTO RENOURISHH 2,000' OF BEACH
9/.16/69
PALM BCH.INV. PROP
COLLINS AVENUE 16200
METRO
DOCK & MOORIGN PILES
5/20/69
DONICHY
BISCAYNE BAY TERR.
13090
NORTH MIAMI
SEAWALL REPLACEMENT
12/4/81
MITCHELL
NE 123 ST
2085
NM
FLOATING DOCK
PRADERA HUGO
ATLANTIC AVE.
201
MIAMI BEACH
L' DOCK & RIPRAP.
9/27/84
LA MORRA MARINA I
COLLINS AVENUE 10880
NORTH MIAMI
BARGE
9/26/86
PRUNA
KEYSTONE BOULEVARD
2351
BAY VIEW
SEAWALL REPLACEMENT
9119/86
MONTEREY CONDO ASSOCIATION
WESTBAY HARBOR DRIVE
9240
BAY HARBOR
PILES ·
1/5/87
ROSE
W. BRUADVIEW DR.
10130
BAY HARBOUR
BULKHEAD
7/15/83 .
ARMY CORPS OF ENG.
HAULOVER INLET 23-52-42 METRO
MAINT. DREDGE 7000 CY FROM INLET &INNER CHANNEL
5/21/84
D -15
·.'r .
CLASS 1 CONSTRUCTION PERMITS, DADE COUNTY , SAMPLE LISTING DADE COUNTY DERM
NAME
STREET
PROPOSED WORK
CITY
NUMI:IER
ISSUE DATE
NORTH MIAMI
DOCK &SEAWALL
7/15/85
BHI
REPLACE SEAWALL
8/24/81
ROD & REEL CLUB S. HIBISCUS DRIVE 208
MIAMI BEACH
BOAT RAMP
BAY HARBOR CONTINENTAL
103 ST.
1135
B. HARBOR IS
RIP RAP INSTALLATION (SANDCEMENT BAGS)
BACSKAY
ATLANTIC ISLAND
333
MIAMI BEACH
SEAWALL A~D RIPRAP
MDWASA
BRAOD CAUSEWAY
BAY HARBOR
WATER MAIN
NORMAN
POINCIANA ISL. DR.
DADE
FLOATING DOCK
NOAA
HAULOVER BEACH
NMB
PIER
12/6/83
PADRON
POINCIANA DR.
246
DADE
DOCK, M. PILES
8/14/81
JE,FFERSON BANK
SUNNY ISLES BLVD
290
NMB
SEAWALL
4/15/85
JOVANOV
NE 124TH ST
2070
N.MIAMI
SEAWALL REPLACEMENT VIOLATION & DOCK
3/25/83
OBIE
NE124ST.
2080
N.MIAMIB.
PILES &WALKWAY
9/8/82
STRAUSS
KEYSTONE PT. DR.
12495
NORTH MIAMI
RIP RAP
5/9/84
WEINSTOCK
BANYAN RD.
TRIPODA
E BAY HARBOR DR
12927 .10271
221
ARLEN HOUSE WEST
METRO
SPINNAKER REALTY
BISCAYNE BLVD.
PALM BCH.INV. PROP. ·
S. SIDE ATLANTIC ISL
CONTINO·
ALAMANDA DRIVE
5/19/69
NORTH MIAMI
REPLACEMENT DOCK
1/15/85
METRO
DRG. WATERWAY ON S. SIDE OF ATLANTIC ISL.
9/4/85
2190
NORTH MIAMI
SEAWALL
3/17/82
BAL BAY DR
134
BHV
DOCK
12/22/81
FEUER
NE 167ST
3204
NMB
SEAWALL & RIPRAP
6/27/84
ANDRES
WESTBAY HARBOR
10080
BAY HARBOR
PILINGS
BRUNETTI :' ;:i~·. ·d:;·:~;,;.i
BAL BAY DR.
84
BAL
H~RBOR
D. PILES
6/15/84
1
0U~N
EAST BROADVIEW DRIVE
10121
BAY HARBOR
DOCK
7/31/84
MORALES
BAY VIEW LANE
2370
NORTH MIAMI
DOCK REPLACEMENT,BOA T ELEVATOR,SEAWALL REPLACEMENT
5/13/85
NE 31 AVENUE
16449
N.MIAMIBCH
DOCK
9/4/84
NMB
WIDENING OF 163 ST. CAUSEWAY
1/17/72
KEYSTONE PNT
DOCK
10/27186
r.·.· ~>~-t :~·1
I COMBS
ASARNOW CHA,RLES lOOT KAY
13301
5/27/81
SUNNY ISLES CAUSEWAY ARCH CREEK DRIVE
2365
D -16
CLASS 1 CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE·COUNTY.DERM
NAME
STREET
PROPOSED. WORK
CITY
NUMBER
ISSUE DATE
MEROLLA
BISC. BAY TERR.
13190
NW
PART REPL. SEAWALL
3/16/72
CITLAFI
NE 135ST
T52S, R42E
METRO
SEAWALL & FILL
1/17/72
FRED CELSTE
ARCH CREEK DR.
2095
NORTH MIAMI
DOCK EXTENSION
3129172
TOWN COUNTY CONDO
E. BAY HARBOR DR.
10231
BHI
REPLACE SEAWALL
. 10/14/86
PARKS & RECREATION
BAKERS HAULOVER
METRO
SEAWALL REPAIR
4/14/84
FINE
BISCAYNE BAY DRIVE
NORTH MIAMI
DOCK & BULKHEND REPA.
3/16/72
PARKS & RECREATION
HAULOVER BEACH
METRO
PARKS & RECREATION ·
BAKERS HAULOVER
METRO
SEAWALL REPAIR
3129172
PARKS & RECREATION
HAULOVER BEACH
METRO
MARINA
10/14/86
DEPPE
ATLANTIC ISLE
283
NMIAMIBCH
DOCK
4/4/84
SANTUCCI
BALBAY DR.
100
BH
DOCK
BAL HARBOUR
BEACH RESTORATION ATLANTIC OCEAN
...
12805
1/17/72
,.
BAL HARBOUR BIERMAN
KEYSTONE TERR.
13010
NM
DOCK
HUNDERTMARK
S. HIBISCUS OR.
2010
NM
SEAWALL REPAIR
WILLIAMS
BALBAY DR.
252
BALHARBOUR
REPAIR SEAWALL
WASA
NE151ST
METRO
N. DADE OCEAN OUTFALL
WASA
NE151ST
METRO
N. DADE OCEAN OUTFALL EXTENSION
KAPLUS
W. BORADVIEW DR.
BH ISL
REPLACE SEAWALL
DOT
NE 163 ST
NMB
WIDENING
PEREZ
CORANADO DR .. 13180
NM
PILES
GAYOSO
BISCAYNE BAY DRIVE
13370
NORTH MIAMI
CSL HOTELLA INC
EAST BAY HARBOR DRIVE
9601
BAY HARBOR
PAOLINO
KEYSTONE TERRACE
13300
SUNNYISLES MARINE CENTER
SUNNYISLES BOULEVARD
400
EPLING
BISCANE ISL. TERR.
13055
BACKSKAY
L. 70 ATLANTIC IS.
9446
8/24/84'-
.. ·
2/2.8/84
. 7/18/83
·SEAWALL REPLACEMENT PILES
6/2/87
DOCK REPLACE
1/2/85
MIAMI
RIP RAP REPAIR
3/5/86
NM
M PILES
METRO
FILLING LOT TO BUILKHEAD LINE
.. NORTH MIAMI
D-17
·~
CLASS 1 CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE COUNTY DERM
NAME
'STREET
CITY
NUMBER
METRO
PROPOSED WORK
ISSUE DATE
BACKSCAY
Lots 69 & 70 A TL ISL /
WASA826
SR826
16-52-42
NUNEZ
KEYSTOEN ISLAND DR
12445
NORTH MIAMI
DOCK
10/18/82
HOLLAND
ATLANTIC ISLE
251
DADE
DOCK
12/14n8
LANKLER
SAL BAY DRIVE
276
BAL HARBOR
DOCK
5/20/87
NORTH MIAMI
NE151ST
E. OF US1
NORTH MIAMI
ATHLETIC STADIUM
l/4/85
POLANSKY
BAYVIEWlN
2283
NM
RIPRAP & FILL
36" WATER MAIN UNDER ICWW
14-52-42
HAULOVER MARINA
BULKHEAD AND BACKFILL
6 PIERS, RENOVATE RAMP
4/16/80
SOLER
ARCH CREEK DR.
2005
NORTH MIAMI
DOCK
8/20/82
ROSENBERG
W. BROADVIEW DR.
9814
BHI
SEAWALL REPAIR
10/2/84
AMCMARINE CONS.
BAY HARBOR ISLANDS
BAY HARBOR
FOOTERS
3/27/87
WORLD CLASS MARINE
COLLINS AVENUE 15900
MB
FLOATING DOCK
COCOLLA
ATLANTIC AVENUE
211
METRO
SEAWALL REBUILD {30') AND DOCK
1/20/78
SANTIAGO
KEYSTONE BLVD
2015
NM
MOORING PILES
1/9/81
MILLER
BAL BAY DRIVE
244
BAL HARBOR
DOCK AND PILES
4/12/84
I
YASON CORP.
·suNNY ISLES BLVD.
488
NMB
8 fy1. PILES
4/12/84
FARRIS
ARCH CREEK DR.
2370.
NORTH MIAMI
DOCK WITH DAVITS
6/23/81
14-52-42 METRO
17 FINGER PIERS
11n8181
WEST BROADVIEW DRIVE
1006
DOCK REPLACEMENT
9/26/86
HAS BUN
POINCIANA DR.
318
DADE
DOCK, M. PILE
11115/83
PEREZ
SUNNY ISLES BLVD.
400
NMB
REPLACE MARiNA PIERS
6/30/83
KEYSTONE ARMS
IXORACT
13105
N.MIAMI
SEAWALL
COASTAL TOWERS CONDO
KINGS POINT DR
400
NMB
SAND CEMENT RIP RAP
1/20/81
ARCH CREEK B & G
BISC. BLVD.
13301
NORTH MIAMI
PILE REPLACEMENT
4/2/84
PUBLIC WORKS
ATLANTIC IS.
METRO
RIPRAP {144CY)ATTOE OF EXT. SEAWALL
SAL HARBOR VILLAGE
SOUTH BAKERS HOULOVER INLET
BAL HARBOR
JETTY REPAIR
HAYS
COLLINS AVE.
DADE
FLOATING DOCKS
POINCIANA ISLAN'o MIC,HELSON
BAY HARBOR
'·
'
16300
D -18
. 5/14/87
CLASS 1 CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE COUNTY DERM
NAME
. STREET
CITY
NUMBER
ISSUE DATE
PROPOSED WORK
TAYLOR
WEST BROADVIEW DRIVE
1.0020
BAY HARBOR
DOCK REPAIRS
3/6/8~
PRUNA
IXORARD.
2015
NM
SEAWALL & DOCK REPAIR
3/8/82
BAL HARBOR CLUB
COLLINS AVENUE 10201
BAL HARBOR
DOCKS
8/12/86
FELDENKREIS
BISAYNE BAY DR. 12600
NORTH MIAMJ
REPLACE DOCK
6/6/84
PARKS & RECREATION
HAULOVER BEACH
METRO
DERM
E OF HAULOVER, ATLANTIC OCEAN
POINCIANA ISL.
POINCIANA ISL.
FlU
BAY VISTA
22-52-42 NM
SUNNY ISLES MARINE CITY N.M. ATHELETICS
SUNNY ISLES BLVD.
400
NE 151 ST.
16-52-42 NM
PEREZ
BAYVIEW LN.
22-33
NORTH MIAMI
F. PILES
CASTANO
POINCIANA DR.
334
DADE
DOCK, M. PILE
11/1 5/83
PRADERAHUGO
ATLANTIC AVE.
205
MB
T' DOCK & RIPRAP
9/27/84
DOT
US1 BETWEEN 163 & 172 STREET
MIAMI BEACH.
MANGROVE TRIMMING
1/20/88
MELENDEZ
ARCH CREEK DR.
2260
N.MIAMI
DOCKS WITH DAVITS
6/23/81
MCKAY
EAST BROADVIEW DR.
10001
BHI
DOCK
11/18/8 i
FUN BOATS
COLLINS AVENUE 10800
MIAMI BEACH
DOCK
DO.T.
ST ROAD 826
COLLINS MIAMI BEACH
SALAZAR
Pa.NCIANA DR,
248
METRO-GSA
3/16(!2
FAD DADE
UN IN
MARGINAL DOCKS
5/22180
ROAD FILL IN CANAL MARINA CULVERTS, REMOVE MANGROVES ·.
1114/85 "2/9/84
SUNNY ISLES PHASE Ill, BULKHEAD & FILL
6/3(85
DADE
DOCK, M. PILE
11/15/83
NE ,-56ST
METRO
FILLING OF WETLANDS
DERM
BAKERS HAULOVER INL
METRO
JETIY
KROLL~MANDELL
9655
BHI.
FLOATING DOCK
3501
MIAMI
FLOATING DOCK
3/21/84
CAMPANILE
E. BAY HARBOR. DR. RICKERBACKER CSY. KEYSTONE TERR
13270
NM
DOCK
6/17182
PRA'OERA HUGO
ATLANTIC ISLE
201
DADE
FILL & MANGROVE DESTRUCTION
BAY HARBOUR .COND.
E. BAY HARBOUR 10281 DR .
BAY HARBOUR
SEAWALL
BOAT RENTAL CORP.
D -19
5115/85
7/11183
CLASS 1CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE COUNTY DERM
NAME BAL HARBOUR CLUB TURNER
·.
STREET
CITY
NUMBER
PROPOSED WORK
ISSUE DATE
COLLINS AVENUE 10201
BALHARBOUR
TWO PIERS
5/13/85
ATLANTIC AVENUE
275
MB
DOCK
7/28/78
VEROES
POINCIANA DR.
256
DADE
DOCK, M. PILE
11/15/83
PINERO
BAYVIEW LN.
2320
NORTH MIAMI
REPLACE SEAWALL
3/7/84
ARGUS
PALM ROAD
12575
NORTH MIAMI
SEAWALL
KIRIATI
BISCAYNE ISLAND DR
12990
NORTH MIAMI
DOCK AND SEAWALL REPAIR & RIP RAP
7/13181
EHL
ARCH CREEK DRIVE
2375
NORTH MIAMI
BULKHEAD,ELEVATOR,DOCK,RIP RAP
2/9/87
STROTFORD NV
NE 135 STREET
2370
NORTH MIAMI
DOCK
BARDAWIL
NE 35AVENUE
16850
NORTH MIAMI
SEAWALL
POINCIANA IS.
POINCIANA IS.
METRO
DRG. 11,000 CY FROM MARINA & BACKFILL
WALLACH
W. BROADVIEW
9800
BAY HARBOUR
SEAWALL
8/9/83 6/15/86
DR. POO· ·
IX ORA CIRCLE
12913
NORTH MIAMI
DOCK & MOORING PILES
CITY OF MIAMI
NW N. RIVER DR.
5TH ST
MIAMI
BULKHEAD AND RIPRAP
F.D.O.T.
ICW AND 163 ST
METRO
BRIDG~
MILOTAKIS
CHERRY RD
12900
NMB
SEAWALL REPAIR
PUBLIC WORKS
HAULOVER BEACH
MARINA METRO
DAIGLE
EMERALD DR.
13085
ANGELERI
N. BAY RD.
191 .TERR.
PARKS & RECREATION · ·
HAULOVER ·BEACH
FENDER REPLACEMENT
PIERS
7/31/69
NORTH MIAMI
REPLACE SEAWALL
11/1/84
BALHARBORI
RIPRAP
2/6/84
METRO
MARINA
3129172
NMIAMIB(H
DOCK & PILES
1/22/85
WILDLANDS N.V.
NE 163RD STREET 3025.
MUELLER
NE 135 ST
2501
NM
FILL FOR CONSTRUCTION
GARCIA MARIO
BISCAYNE BAY TERR.
13050
N.M.
REPLACEMENT DOCK & SEAWALL
8/31/84
GORE
BISCAYNE BAY DR
13155
MIAMI BEACH
DOCK REPLACEMENT
5/10185
PARKS & RECREATION
CRANDON PARK
MARINA METRO
DREDGING & REPAIRS
1/18/72
YASANCORP.
SUNNY ISL. BLWD.
488
UN IN
DOCK
8/22/84
SEASCAPE ASSOCIATES
E. BAY HARBOR DR.
9701
BHI
MARGINAL DOCK
6/1181
BAY HARBOR ISLE
BAY HARBOR TERRACE
9665
BAY HARBOR
REPAIR BRIDGE FENDER SYSTEM
7/2/86
D-20
>
CLASS 1 CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE COUNTY DERM 'r---------~-----------T----~-----------r--------------------~----~ NAME
STREET
CITY
NUMilER
ISSUE
PROPOSED WORK
DATE
MARTINEZ
LUGO AVENUE
LEW·
BAY DRIVE
1650
MIAMI BEACH
MOORING PILES
~/20/81;
VON WEDEL
NE104ST
1665
MIAMI SHORES
DOCK
2/8/83
DE FRESITAS
DAYTONARD.
1640
MIAMI BEACH
DOSK & DAVITS
Sll:VIERA
NORTH SHORE DR.
865.
MB
SEAWALL REPLACE
10/24/84
BAYMOND
INDIAN CREEK DRIVE
24
INDIAN CREEK
DOCK
8/25/86
J.R. WILLIAMS
.INDIAN CREEK. DR.
19
I C. VILLAGE
DOCK
. ,10/24/85
MC INNERNEY
NE 86 ST
1201
MIAMI
DOCK PILE REPLACEMENT
WAS MAN
NORTH SHORE DR.
765
MIAMI BEACH
DOCK
STEWART
INDIAN CREEK DR.
1
IND CRK VILL
DOCK
GREEN
N. SHORE DR.
575
MB
REPAIRS TO DOCK.
HAFT-CHASEN ASSOC.
QUAYSIDE
.·
METRO
MARINA
CARILLON HOTEL COLLINS AVE
6801
METRO
BEACH RENOURISHMENT ATLANTIC OCEAN
HORST
NE 87 ST
1150
ZEIEN
NE 121 ROAD
2037
NORTH MIAMt..
MOORING PILES
3/4/82
FLANDES
INDIAN CREEK DR.
31
MIAMI BEACH ·
MOORING PILES
6/8/84
1151
MIAMI
'FENDER PiLINGS
9/27/82
NOEL
. NE90ST
·1onta6
·SEAWALL
. MIAMI
. 10/28/83
DOCK
JOCKEY CLUB
BISCAYNE BLVD
1111
METRO
CONCRETE DOCKS FOR MARINA
12/19/69
NATION
W SAN MARINO DR.
240
MIAMI BEACH
L" DOCK
2/13185
CITY OF MIAMI BEACH
RUE NOTRE DAME
RAY
MB
TEMPORARY PEDESTRIAN BRCDGE .
REITER
STILLWATER DRIVE
1250
MIAMI BEACH
DOCK
SOLOMON
BISCAYNE POINT 7936 CIRCL
MIAMI BEACH
FENDER REPLACEMENT
5/20181
QUAYSIDE SPOIL ·ISLAND . .
INrRACOASTAL
NE 108 ST
METRO
RIPRAPMANGROVE PLANTERS
10/2/85
DASCAL
DA YTONIA
1470
MIAMI BEACH
DOCK EXTENTION
RAMIREZ
NE 90 ST
05-53-42 MIAMI
CANAL END.DOCK
ZELCER SERGIO
CLEVELAND RD.
1801
MIAMI BEACH'
DOCK
QUAYSIDE ASSOC. .
NE QUAY PLZ.
10670
METRO
MAINTENANCE DREDGE 600 CY ·
EDMISTON J.
NE 90 ST.
1207
METRO
PILES
D- 21
6/2/82
CLASS 1 CONSTRUCTION PERMITS, DADE COUNTY SAMPLE LISTING DADE COUNTY DERM
NAME
STREET
PROPOSED WORK
CITY
NUMBER
ISSUE DATE
ISLANDER CLUB
WEST DRIVE
7928
NBV
ADDITION. TO MARINA
11/19/81
ROSS
NE 87 ST
1·120
MIAMI
REPLACE DOCK PILES
9/13/83
HILLEBRAND .
E. BAY HARBOR DR.
9461
BHI
MOORING PILES
12/2/83
SOUTHERN BELL
79th ST. CAUSEWAY
TREAS ISL
NO. BAY VILL
SUBXING TREASURE ISE TO NORTH BAY ISLE.
5/27/82
WESTBROO.KE PRO.P.
NE 120 RD.
2043
NM
DOCK
3/2/84
BYRON CONDO· · BYRON AVENUE
8100
MIAMI BEACH
WALKWAY
QUAYSIDE
NE QUAY PLAZA
10670
MIAMI
PUMPOUTANDFUELDOCK
MONARCH CONDO
W. BAY HARBOR DR.
9580
BHI
SEAWALL REPAIR
\
D-22
7/25/83
Table 0-1
Summary of Permit Data Concerning Point and Non-Point Sources in the Biscayne Bay Watershed PERMJT AGENCY
PERMIT TYPE
PERMITTED ACTIVITY
DESCRIPTION OF PERMIT INFORMATION GIVEN INFORMATION COLLECTED ON THE LISTINGS .
Types
TOTAL NUMBER
POINT SOURCE PERMITS
.lndustnal w ctste
Dome~""
OERM
OERM DER
Wente
lndustreal Treatment Systems
Regaonal Waste·water Facthtees MuntCipal Waste Water faCiltttes Pnvate Waste Water Factttttes
ltstmg of IW5 permats county wade llstmg of IW5 perm•ts an Miamt Raver Bas1n ltstmg of IW 2-4 per mats county wede Ltstmg of IW 2-:4 permtt5 in M1ami Raver Bastn lasteng of Enforcement Actavatae.s
Permattee Locataon Date of Per mat Amt of Oascharge Oestgn Capactty . Type of Perm a~
2 3 4
5
97 170
66 541
1670
WastewateriUtthty Enganeenng Status Report
J:actlity Name Locatton PermatOate System Type Desagn Capac tty Operattng Hastory '87
44
50 1
!NON· POINT SOURCE PERMITS
0
I tv
SFWMD
Storm Water Management Systems
listtng of SFWMD SWM perm au
Permat number Permtttee ·Locai1on Recievmg bodY Type of facihtaes Rate ot discharge PrOJect SIZe
landfill Permets
OER
Landftlls Sludge Oesposal Sludge Oasposal IncineratiOn Thermal Treatment
lastang of waste dtsposal Sites watban the bay· basen
Site Name· Locat1on OERPerm•t I Status Class
66
Tank Operatang Per.mets
OERM
~nderground Gas StattOn Tanks
ltsttng of underground storagetanks • •
Permtttee Locatton
454
BoatRam·ps · . Sand Qredg•ng Mangrove Ttam~•ngJOestructeon ·.·Fill . Mann as Rap Rap
Ltstang ofOass 1 constructton permetuounty w•de
Locat•on Proposed work ·Issue Date
1795
Storm Dratnage Systems Water Management Systems Storm Sewer Systems
L•st•n~ of perm•ned outfalls
Per.mat t;tumber · Permtt'tee LOfSFWMD/South Florida Regional Planning Co unci 1 Mapping Efforts. 2. SFWMD Land Use Categories 3. Sample Level ill Land Use Map
1981
1986
1981
"1986 JNG .BAY
: DUMFDUN BRD"'ARD CO. DADE CO.
1986.
1986
1986
··1986
1986.
1986
1985
ltSCA~
.. FOR .·''DETAiL, SEE FIGURE E._ 2 .
..,
~-
"
1986
1981
Q
....." ~
• ......
•
. f981
SDUlH';IAY
.·~ . 0 ··I.
4
MILD
~··O£RM::uiAUI RIVER 'BASJN . FJCURE:E..;.1 CURRENT I.ANDUSE ·DATA '.WITHIN
STUDY 'MEA AUGUsr 11M
R-1
E-2
. .. Table E-1 Comparison of SFWMO Land Use and Co.ver Classifications.Codes . that are Used by the Florida Department of Transportation (DOT) 1 . LEVEL I SFWMD (U).
DQT1
LEVEL II SFWMD
DOT
LEVEL Ill SFWMD
(100)
Urba.n and built up land (UR)
R~sidential
(120) (URSL)
(URMF) (URMH)
. Single- family, Low Density (under 2 D.U./gross acre) Single- family, [VIedium Density (2to 5 D.U./gross ac~e) Smgle- family, High Density (over 5 D.U./gross acre) Multi-family building . Mobil hom·es
(UCPL) (UCSC) (UCSS) (UCCE) (UCMC) (UCHM)
Commercial and Services . Parking lot Shopping center Sales and services Cultural and Entertainment Marine commerciai(Marinas) Hotel-Motel
(URSM) (URSH)
(UC)
(UI)
(140)
(150) (UIJK)
(US)
(170)
(USED) (USMD) (USRL) (USMF) (USCF) (USGF) (USSS) (UT)
(UO)
1 Kuyper,W.H.,J.E.
Becker, and A.Shopmyer.
(810)
Institutional Educational Medical Religious Military Correctional Governmatal(other than ... military or correctional) Social services
(UTAP) (UTAG) (UTRR) (UTPF) (UTEP) (UTTL) (UTHW)
Tranportation Airports Small grass airports Railroad yards and terminals Port facilities Electrical power facilities Major trasmission lines Major highways and right-ofways
(UTWS) (UTSP) (UTSW) (UTRS) (UTOG)
Water supply pl"nts Sewage treatment plants solid waste dispos·al Anterina arrays Oil and gas storage·
(UORC)
Open a.nd others Recreat1ona I. f aci Iities
(190)
1981.
Industrial Junk yard
Land Use; Cover Forms Cllassification System- A Technical Manual. State
Department of Transportation, Tallahassee. Florida, May, 1981.66pp.
E-3
'.
Table E-1 Comparison ofSFWMD .Land Use and Cover Classifications Codes that are Used by the Florida Department of Transportati~n (DOT) 1· LEVEL I SFWMD
LEVEL I'll··
LEVEL II DQT1·
SFWMD
DOT
SFWMD (UOGC) (UOPK) (UOCM) (UORV) (UOUD) (UOUN)
(A)
Golf courses Parks Cemetaries Recreational vehicle parks Open underdevelopement Open and undeveloped within urban
(200).
Agncultu·re (AC)
(210)
Cropland (ACSC) (ACT C) (ACRF)
(216) (214) . (215)
(APIM) {APUN)
(211) {2.12)
Pasture lm'proved pasture Unimproved pasture
{AMCT) {AMTF) {AMSF) (AMOR)
(221) (222) (242), {243)
Groves, ornamentals, Nursenes, Tropical Fru1ts, Orchards, Vineyards Citrus Trop1cal Fru1ts Sod farms Ornamentals
(AFFL) (AFDF) (AFFF) {AFHT) (AFPY)
(231) (252) (254) (254) (232)
Confined feed1ng operat1ons · Cattle feed lots Dairy farms Fish farms Horse traming and stables Poultry
.(AP)
·(AM)
(AF)
{R)
{220)
(230)
. (300)
Rangeland (RG)
(310)
(RS)
(320)
Grassland
(RSPP) (RSSB) (F)' .
Sugarcane Truck crops Rice fields
'(321) (329)
(400) ·.
Scrub and brush land Palmetto praries Brush land Forested
(FE)
(410) {FEPF) (FESP) {FECF)
(FO}
(420)
(411) (413) {441)
Coniferous Pine flatwoods Sand pine scrub Commercial forest{pine) Non-coniferous
· 1 Kuyper,W.H.,J.E. Becker, and A.Shopmyer: 1981. Land Use, Co11er Forms Cllassification System- A Technical Manual. State Department of Transportation, Tallahassee, Florida, May,1981.66pp.
.
E-4
Table E~1Comparison of SFWIVID Land Use and Cover Classifications Codes that are Used by the ;:lorida DepartmentofTransportation (DOT)1 LEVEL I SFWMD
LEVEL Iii
LEVEL 1: DQT1.
SFWMD
DOT
SFWMD (FOAP) (FOBP) (FOPA) (FOSO) (FOOK) (FOCF)
(414) (422) (428) (432) (425) (442)
Mixed forested Tern per ate ha_rdwoods Cabbage palms/Melalueca Cabbage palms/Oak Pine/Melalueca Pine/Oak Tropical hammocks Old fields forested Coastal dunes Pine/Cabbage palms
(FM)
(FMTW) (FMCM) (FMCO) (FMPM) (FMPO) (FMTH) (FMOF) (FMCD) (FMPC) (W)
{600)
Wetlands (WF)
(610) (WFCM) {WFCY) {621) . (610) (WFWL) (WFME) {424) (WFSB) {610) (WFMX)' (630)
(WN)
(WS)
(H)
Australian pine Brazilian pepper Palms · Scrub qak Oak Commercial forest
(640) (WNSG) (WNCT) (WNBR) {WNWC) (WNAG) {WNWL)
(641) {641} {641) {641) {641) {641)
{WSRM) {WSBW)
(612) {612)
(640)
F'orested fresh . Cypress/Melalueca Cypress Willow Melalueca ·Scrub and brushland Mixed forested Non-forested fresh Sawgrass · Cattail Bull rush Wire cord grass Mixed aquatic plants Sloughs ·Forested salt Red magrove Black and white mag rove
(WM)
(642)
Non-forested salt
(WX)
(643)
Mixed forested and nonforested fresh Pine and wet prairies Cypress domes and wet prairies Hardwood marsh
(WXPP) (WXCP)
(643) (643)
(WXHM)
(643)
(500)
Water
1 Kuyper,W.H.,J.E. Becker, and A.Shopm.yer 1.981. Land Use, Cover Forms Cllassification System- A Technical Manual State Department ofTransportation, Tdllahassee, Florida, May, 1981.66pp.
.
E-5
Table E-1 Comparison of SFWMD Land Use and Cover Classifications Codes that are Used by the Florid~ Department of Transportation (DOT) 1 LEVEL I
LEVEL II
SFWMD
DOT1
(B)
(700)
SFWMD
LEVEL Ill DOT
SFWMD
Barren land
(BP)
(710) (742)
(BS) (BL)
(743) (744)
(BB)
Beaches Extactive (strip mmes, quarries, and gravel pits) Spojl areas Levees
. 1 Kuyper,W.H.,J.E. Becker, and A.Shopmyer. 1981. Land Use, Cover Forms Cllassification System- A Technical Manuaf. State Department of Transportation, Tallahassee, Flonda, May, 1981.66pp.
E-6
Table E-1 USGS Quad Sheets and Mark Hurd Aerial Photos in Dade County
Record# 009. 023 024 040 041 052 060 070. 116 119 124 128. 131 136 137 142 157 163 210 218 225 . 227 231 241 242 . 265 269 270 276 279 280 296 297 308 311 312 313 314 328 347 349
Quad/Photo Name Arneicker Keys Black Hammock Black Water Sound Card Sound Chekika Island Coopertown Custard Apple Hammock Eliot Key Forty Mile B·end Garden Cove Glades . Goulds Grossman Hammock ·Hialeah Hialeah SW Homestead Joe Bay Key Biscayne Long Island Lone Pine Key Madeira .Mahogany Hammock Miami . North Miami North of Forty Mile Bend Opalocka Pa Hay.Okee LookoutTower Pacific Reef Panther Mound Pennsuco Per.rine Royal Palm Ranger Station SE Royal Palm Ranger Station Shark Valley LookoutTower ·Soldier Key South Miami South Miami NW South of Coopertown Taylor Slough .West Lake West of Pennsuco
E-7
Quad Number 299 287 316 308 278 269 255 300 267 317 307 289 288 271 270 298315 282 268 296 314 304 272 259 254 258 295' 309 286 257 290 .306 297 277 . 291 281 280 279 305 313 256
E-8
FOR DETAIL SEE FIGURE- E-3 (COMFORT CANAL:
· BASIN).
Do.ae County
0
1
FIGURE. E-2 SAMPLE LAND USE MAP MIAMI RIVER B·ASIN
2
. DADE COUNTY 1986
MILES
E-9
.
E- 10
'
Figure E-3.
Sample Land Use Patterns in the Comfort Canal (C-5) Basin in Eastern Dade County. See Table E-1 fo~ Explanation of Land Use Codes
MILES
E- 12
BISCAYNE BAY DRAFT SWIM PLAN.
APPENDIX F Point Sources of Pollution· Indus trial Waste Permits (Dade County
1. Sample Listings of Countywide Industrial Waste (IW5) Permits 2. Listing of Countywide Industrial Was~e (IW 2-4) Permits
TABLEF-1 .IW 2-4 Permit Code Index Dade County DERM .
.
.
.
"
IW2
Reclaim systems, Holding Tanks, and Spill Prevention Control and Counter measure plans .
IW3.
Pretreatment Facilities with Flows
IW4
Treatme.nt with Discharges onto the Ground IWS Permit Code Index
· IWS
Hazardous Materials/Waste Users and Generators IWS Permit Has a Four Letter Code: 1st and 2nd Chara~ter designate specific type and in some cases size of business. (see Table F-2) . ·3rd Character designates waste treatment by S =Sewer T =Septic Iank 4th Character designates whether permitted facility is I =In Wellfield Protection Area 0 =-Out of Wellft~ld Protection Area Example:. KATI KA Boat Manufacturer T Served by Septic Tank I In the Wellfield Protection Area
F- 1
TABLE F-2 IW 5 Permit Code Index Dade County DERM
AA, AB, BA, CA, CB, tc;, CD,_CE AC . BA BR, BP
CA CB
cc CD. CE DA,DB EA.
FA, FB FC
FD, FE FF
HA,TC .lA
IB . JA,., JB KA,KB KC,KD K.P . LA, LB LC
LD MA NA
NB NC ND .OA OB,OC
PA;PB
. PC
QA QA,RA RB
SA TA TB
Auto repair, general A~to painting Auto transmissions Auto body shop Radiator repair shops Auto parts- new Auto battery & electric repair Auto specialty repair Fleet operators Printing -presses Printing- silk screen · Photo developing -general Photo developing -tray operators Photo developing -slides + CN Photo developing- one hour dev Industrial fa.cilities · Machine shops Air conditioning repair Aircraft service Boat manufacturers Boat repair Funeral homes Chemical manufacturers Chemical distributors Chemical applicators- pesticides Hospitals and clinics,medicallabs Paint manufacturers Paint distributors·. .. Paint testing . Painting, non-auto, metal painting -spray Plastics- injection molding · Plastics- foamed & mise Junkyards, scrap metal Junkyards- auto Road construction Construction industries Cement plants· Precious metals Misc. business- not classified Animal hospitals, veterinarians
F-2
Table F-3. IW 2-4 Permit Conditions Dade County DERM .
Sludge and other lnwstrlal wasta shal r be disposed of by Dada Cwlty approved haulers only •. Analytical data rust be slb~altted amually for all sludge and/or IIQJid wastes generated frort operations and dl.sposed of · · locally. Failure to,subllit this data ~ay cause rejection of ywr waste ·for local disposal. 2
A monthly report of operations shall be slbllltted to this Oepart~~ent on or before the 15th of the foll.owi·ng · month including: . 1. Average dally wastewater flow {gals.) 2. Nnount of sll.dge disposed of, name of hauler and final destination. 3. Analyt leal data frOID a cert 1f led labOratory of
3
at any time these facilities are fOllld to be perforllng lnadeQJately, the onr lll.ISt ·provide immediate. improvements to tho operating techniQUeS and/or additional eQJipment to operate In coq:,llance.wlth the · applicable retJJiatlalS. . · . If
Copies of receipts of all lndJstrlal waste and/or wastewater disposed of ut be ~Itt~ to this Department monthly and kept on the pre~lses to be presented l4lOO reQUest •. lnforutlon shall Include nue of hauler and. final destination. 5
Hazardous waste sha·IJ not be stored longer than ninety (90) days and lUSt have the date of the. first day of storage 11arked oo the outside of the container. . ·
6
·orl.llls containing hazardOUS wasta shall be kept closed and ulntalned lnsle!&the storaga . area.
J.
TitaniUI pl~ts. phenyl~arcury acetate (18% ~rlty) and vinyl-acrylic HUislon 1000 gallons tank shall be · maintained In a consolidated area to facilitate spiiJ·contahwnt with silica or other awr®rlata abSorbent ·materials. No .dlscnarges of wastes and/or wastewater to~ grOU\d allo•. ,
8
Systa. shall be Operated without discharges of coot lng/testlng or wastewater to stor1 sewer lines or onto the grOllld. ·
9
Copies Of receipts of haZardwS waste disposal shall be St.lllltted IOOthly to thiS Oepartlent with data Of voiU118 (gallons), name of hauler and final de~tinatlon. · ·
10
Federal Pretreatlent ~lations for Electr®latt~ and Yetat Finishing cat&p'lea reQJire IOI'IItorlng tor Total Toxtc organics (list enclosed). Baseline data lnforutlon ut be llDIItted to this Departllllt within nioaty (90) days frOfl the date of this correspondenCe and IOOthly thereafter as required by COndition Babove. following the enclosed ~ldellnes. · · ,
11
N\
12
~eratlons
13
Per1tttea shall be responsible for l.edlate notlflcatloo of oil or hazardous uterlals discharges. Agencies to be contacted Include the u.s. EnvtrCNJ81\tal Protectloo AoancY (EPA), Realm IY, Jlhone (404) 881-40!2 or· National Response Center, (800) 424-8002 and this Departlent, (305) 858-«101. · .
14
Alonthly report of operatlonalhlll be SU.Itted to this Departllf'lt on or before the 15th of. the fl)llowing nooth InclUding: . . . 1) Average dillY •t•tor flow (gals.); . · 2) Alol.llt of lllllgl dtapoaed ot, nue of hauler am final destination.
15
A.aithly . report of operations &hall be amitted to this Departllf'lt ori or before thl.l5th of the following month inciUdlrQ: · · . · · · .. t. Materl'al til lanced 1Ith 10nthiY flow fr01 11ter or total proclJctlon, and waste proctM:ad tnd reused. 2. AloLrlt of stu:tge disposed of, nue of hauler and final dettinitlon~ ·
operating Ulllll for the pretraatll8flt systa~ut be slblltt~ within ninety (90) days fro• receipt of this correspondenCe lnch.ding details for the IIMU'It and 11thod of chellcal ao:titloo and the nua and qualifications. of the operator(s).
to be cc:nl.r:ted 1·n accordance with the Spill Preventloo Control COU\ter•aur• (SPCC) Plan as sublitted and approved by this Oepartl8nt. . ·
.•
.F-3
Table. F-3 (Cq.nt~)
Ctractaoln. · Please refer to the enclosed ~mltorlng progru. ·
c~s
.follo~ing
.
... ·:-·
fr011 process and/or wastewater treatlll8nt not allowed at this site by Board .
~thly
69 ·Free chi or Ina levet In effluent :~o sewers ut be ulntalned above 10. PfJII at all tillS. Dllorlne reslwat tests ut be recorded dally. Records are to be nlntalned oo the pre11ses for periodic Inspections. 70
Prior to disposal of clarified wastewater, a S&q)le shall be taken by a certlfl.ed laboratory and analyzed for . coq,l iance with the reQUire~ents of sectloo 24-11(9) of the t.tatrapolltan Dade Ccu\ty Code. Parueters to be analyzed for shall Inch.&»: .Zn, pH and total toxic organics. · PI ease refer to the ere losed 11001tor lng progru.
71
Pa lnt str lpplng not allowed at this facility:
72 · eorldltlalS lnchlted In thl Order by the Envlrcn.afltal Quality Control Board ~suant to hearing 1982.
.
.
of Septeroer 9,
73
Percolatloo pond shall be Mlntalned to-avoid watttr overflows to
74
Ter111s of the executed covenant rt.rittng with the l.lnd In conditio of this perolt.'
75
Faclllt lea shall be OQ8rated In ~I lance with t"na Spill Preventloo Control and COU\terasure Plan (SPCC) approved· by this Oepartaent and Board Order No. 84-20. ·_ . .
F-7
adja~t
.
areu.
"''eta this facility Ia ,located are hereby lnehxjed as ·
Table F-3 ·(Cont.)·
.
76
1. ACJJartarly report of operatlalS ut be atblittec:t to this Dapart~~ent.on or before the 15th of the following aooth Including: a. analyt leal data of pH and hydrocarbcrla of sa~les collected fr01 the effluent of the oil/water separator; b. amrunt of hazardcg uterlals disposed of, nue of hauler ard final destination. 2. Copies of analytiCll results of the laboratory holding tar« ut be Slblltted to this Departlent prior to disposal.
71
A q.Jarter ly report of operatlcn shall be st.mltted to this 0epartl8llt on or before the 15th of the following month lrcludlrYJ: a} Average dally flow of discharges Into Plblic sanitary sewers; b) Nla lyt lea I data of em. susoenctad &Gilda In etf IUW\t to sewers; c) Sludge VOIU118 (ga.llons) disposed of and final dastlnatiM. Please refer to the enclosed .:nltorlng progru. ·
78. Olellcals stored and Used for treatunt at the referenced facilities are restricted to the foiiOWillJ: (a) Bulk storage of 50S by welmt water solution with 47.5% Cr03. 18.SS CUl and 34% As; (b) A 1% solution obtained by
dllutton of ccrantrate described In (a) for use In
79
treat~ent.
.·
~eratloos
are r8CJ,IIred to be parforl8d without discharges of said solutions, Into the. grOllld or sewers. .
ccr~tulnated
·
·
wastewater or rll)()ff
.80. AQUarterly report of grrmlwater cJiallty testing ut be sU:llltted to this Departlent on or before the 15th of . the last IIOflth incll.lilng the following: Analytical results of S811Pies obtained froa~onltorlng walls and · tested by an Independent laboratory for cnr01lut total, cq)p8( ard arsenic. In aci.tltlon, any lncldent · lnvo l.v lng the dlsc:harga cnto tte grOU"ld of solutIons, ccr~taalnated wastewater ard overt Iows froa sulps aust be COGIIIItJ')Icated to this oepartaant wlthln 24 hours of ocQ.Irence ard ut lncltde data on vo11.111 and uthod of remova I used. · 81
Prior to discharge or cleaning the sedlaentation tanc, a report shall be Sllllltted to this Department lool~l~: · . 1. Analytical-data of pt, Zn and cr In tank wastewater; 2. Sl~ vol• (gallcre) disposed of. na• of hauler, and final destination. Please refer- to the enclosed ~enltorlng progru.
82
A~onthly repc)rt of cperatlona ut bl SU.Itted to this Departaent on or before the. 15th of the following 110nth lroludlng: · •· 1. Inspect ion data tor hydracarbons fr01 the aon Itor lng wells; 2. Amol.nts of hydrocarbons recovered In the recovery OQerat Jon; 3. AIDol.nts of waste fuel and/or oil collected and disposed of with the naa of hauler and final destination.
83
Spl_lls to_open gr0Ln1ut be r81X)rted to this Deparaent (638-m88) no later than. fCllr (4) hOurs after occurraooe and a written report Ulltted to this Departunt within the following seventy-two (72) hours · descr"lblng_the nature of thl sptll and &tiPS taken to prevent future occurraroJ8. In aci.tltlon, per1lttee Is . rei)Jired to notify the u.s. Envlror.'ltal Protection AOf!lr:t Region IV, (404-881-G2) or the National Response Center (80042~8802). . . .
84
COntents of the rinse tna ~IJlPid with the~onltorlng eQUipeent ut standards of sect lon 2~11(9), MatrOilOIItan Dade Cou\ty Code. · .
85
lnaci.tlt lai to the r8QUir818nts· of' Section 24.11(9) of the Wetropolltan Dada Colnty Code, effluent lUSt not excead·the followlttg standards: · ·
.
Pb - 0. 1 lg/1 Hg - 0.01 lg/1
ccndltl~
.
be
In COIPIIance with the discharge ·
·
.
'
of Ccnsent Agra.a\t _84-0328 are hereby lade a part of_ this pen~ it.
86
All· the
87
The P8f'lltt•nll operate IJld •tntaln the atJJect q,eratiM In COIQIIance with the conditions set forth by the Env_lrar.ntal bllty Control Board ~suant to Board Order No. 88-13.
88
This "Depart.nt_ IUit be r¥~tlfled a 11n1u of forty-el~t (48) twrs prior to the waste discharge fraa your" batCh treatllnt tank 01t disposal of waste fr01 yOur' holding tw. Teleghone IUiber to call Is 858-0601.
89
federal pretreatllent stmrd8 as prc.ulgated lrlder Section 307 of the Clean water Act are Incorporated Into th:ts per1lt. YCllr facility ut COIPIY with these r~latlcn~ In ~itlon to the Cculty r~lations.
F-8
Table F-3 (Cont.)
(---------------------
90
IW PERMIT CONDITION REPORT
----------------~--- >
In addition to the reQJirements of Sectlcn 24.11(9} of the t.letropolitan Dade COUlty Code, effluent must not
·exceed the following standards:
·
·
TTO • 2.0 PPII 91
Permitte shall be responsible for llllledlate notification to this departaent of oil or hazarOJu& uterials discharges or spills. The eMrgency tal~ IU'ber Is (305)858-0601 ·.
92
A monthly report of operations shall be Slilllltted to this Oepartll&ht on or before tha 15th of the following month irx:ludlng: · 1) l.laterial, balances with 1001'\thly fiO\II frCt'll!l&ters, total prodl.l:tlw and work prod.Jced and/or reused. 2) COpies of receipts of all lndlstrlal waste and/or wastewater disposed of, Including nue of hau1er and final destlnatlw.
93
Additional specific conditions apply to vehicle aalntenance; see enclosed list.
94
SUbllt plans for the construction of an lq>ervlous berMd conta1n1ent area for the storage of the above gro.n1 tarl Repair 0932 CDS I Mr. Carburetor Inc.
1574 AASO All State Transmission 0144
Company
A & D Printing
2075 j9TO Chalk's International Airline 0654 BASO Snappy Transmission
0316
Code
1834 CESO LEND LEASE TUCK RENTAL. &LEASING
LDSO Truly Nolen Inc.
CAS I Hialeah Radiator Service
0525 AATO Blanco Casto.Auto Repair &Weld·.
0912 DASO Twelfth Avenue Copy Service
1154 AASO Perrine Auto Repair
1579 CETO Tropigas Inc. of Fla 0470 AASI AutoMecanica Cotobad,lnc.
1844 BPTO Jarman ~ody Shop _Inc.:· 2359 LESO Mustang Chemicals Inc. ·
Economy Transmissions of
1378 AASO Karls Automotive
1364 BASO Homestead, Inc. 1260 JBSO Miami Aviation Corp.
1700 KBSO Best Coat 1736 AATO South Dade Spe~ialists
1533 CESO Florida Power & Light Co. 0734 CETO Southeast Periodical & Book Sales
0514 AATI K & N Foreign Auto Service Inc.
1625 ABSI Miami Jack Services, Inc. 2324 AASO Competion Plus Speed Shop
0019 CDTO Billy's Carburetor Repair Inc. 0037 AATO Tyres Auto Service
1021 DASO Universal Litho & Albums Inc. 1447 EX:::E-fBER
'IO IY\TE:
PERMIT K>. :
0013 - 090647
:
SAME
EXP.
~:
08/01/89
EFEUJFm' DISR:SAL '10:
KNl'HLY • , ECD - 20
!D) -
mAINFIELD (OPEN)
FEX::M. - QmLY • , Iii - IYULY, KN. WEU. - K> FEX:'.AL - 0 til - 6.0 to 8.S, WEU. - N/A OPmA'lm REQ'Ml'S.: "C", 1/2 HR./5 DAYSIWK - 1 WK.END
'ISS - M:NIHLY • , TSS - 20
HJ:S'I(RY - - - - -
ADF
AI.nJSr
FIEi
SAME SAME
0.035
CAP.ACI'IY (tG>) :
RmRrlN3 ~1lREMENI'S --- EU:W - Dt\ILY, CL2 - Dt\ILY, EEH.UENl'. ClJALl'lY RJQJIRED ------------ a:..2 - 0. 5 _/ SPECIAL REQ'Ml'S :
. ---~ -1987 CI'ERATIH3
_1001
AIMINIS'IRA'lm
.00. OF UNITS ~
RAUL PU::;A.
JCifi L. PEI
'l'SS
'EFE"L.
Cll:J:RDf
(ng/1)
(ng/1)
PI
(oo./10.
:
I:W)-
0017
~PCSITICN
AimEss ~
EXP.
~
LI~N).
ax; SERVIC!S DC. 14275S.W. 142 AVENJE MIAMI, ~ 33186 252-Q842 EtEB.
PEH4IT H). :
.AI:t:mSS
DMLY, CL2 - DAILY, EHWENI' CUALITY REtUIRID --------------- CL2 - 0. 5 SPECIAL REO'MIS : ~ ~y
EXP.
~:
MAX.
AVG. CL2
~IQl
COOOER NJVEMBER J:.>B:E.1BER
0.011 0.012 0.012 0.011 0.012 0.012 0.012 0.012 0.011 0.014 0.013 0.012
55.0% 60.0% 60.0% 55.0% 60.0% 60.0% 60.0% 60.0% 55.0% 70.0% 65.0% 60.0%
0.015 0.014 0.013 0.013 0.014 0.014 0.014 0.018 0.013 0.015 0.016 0.017
'IO DA.'IE:
0.012
60.0%
0.018
ADF
ADF/
(~)
EO> - KNIHLY. , EO> - 15
FEI::M. - QIRLY. , {:il - DMLY, ~. WELL -·YES ~ - 0 {:il - 6.0 to 8. 5, WELL - QIRLY. OPERA'KR REQ'MIS.: "C", 1/2 HR./5 o.\YSIWK - 1 WK..EliD
TSS - KNTHLY. , TSS -
15
(g;m)
EFFL. Ia> (rrg/1)
EHL. TSS (rrg/1)
5 2 12 9 10 14 2
.15 14
2
5 4 3 3 9
HrAL EFH.. pi_
ax.:IFCEM (no ./l:O)
Imi~
(KD)
(wll)
(ng/1)
(ng/1)
125.4 114.6 130.8 119.9 133.8. 118.6 123.7 122.2 126.8 160.6 143.7 128.1
103.6% 94.7%' 108.1%. 99.1% 110.6% 98.0%_ 102.2% 101.0% 104.8% 132.7% 118.8% 105.9%
169.7. 123.9 147.1 129.5 182.6 131.6 137.3 138.9 160.5 191 175.6
I
tOml
JAW.ARY Hl3RUARY MARCH ·APRIL
MAY. JUNE JULY AJJG.m SE!PI'EMBER
ccrt::em
tUJEMBER
:DB:J!MBER.
MAX.
164~7
0.6 . 0.6 0.7 0.8 0.4 0.4 0.5. 0.7 o. 7. 0.5 0.5 0.6
20 20 23 17 24 24 20 14 16 18 16 18
-...
20
19 15 13 15 14 14 12 15 16 12 .11
ftrAL EEH...
-Iii 6.7 6.7 6.8 6.8. 6.7 6.7 6.7 6.7. 6.7 6.8 6.8 6.8
a::I.IE(RM
(n0./100'nl)
rorAL N (ng/1)
. 'lUI'AL
p (ng/1)
~WELL
REMARKS
. 07\TA:
10 18 8 3 10 9 10 20 21 20 9
.
'!0 . MTE:
129.01
106.6%
191
J
(./ WAS'l'EW\TER SECI'ICN WASTEWATER 'IRFA'lMENl' PLANI'. I UITLITY F~ ~TA
-----
FliCILITY NAME
: CliEKIKA S'rATE PARK
: CR:SSMAN IW+O:l< : 25-55-37
'lYPE SERVICE NJ. CF UNI'IS
: srATE PARK
~
: IK>-
~Irn
: JCHN p. ~~ 1>Sr. an:EF OPERA'KR
~
PCSITICN, AIXmSS
EXP.
0083
PI.ANI' TYPE : TERI'IARY
~TE
: EL. DIV. CF PARKS & REC. : 3900 CDM::NE'AL'IH BLVD. : TAUAHASSEE1 EL. 32303 : 904-487-1657
: 03/14/88
Fr.ER mMIT
0.025
CAPACI'IY (lGl) :
REKR'l'IN; REX:_{_'IJREMENI'S --- El.(W .- D.lULY, CL2 - DIULY I ~ QUALJTY ~ --------------- CL2 - 0.5 .
In) 10) -
N). :
M:NIHLY. I 15
.AIX:RES3
QPERA'l(R
0.012 0.01
~
O.Oll
APRIL
O.Oi1
MAY JUNE
0.007
MAX.
AVG.
ADF (M:D >
CL2 (I:lJTl)
EFEL. BOO (ng/1)
0.016 0.014 0.012 0.014
0.8 1.2 0.9 0.7
2 2 1 1
5 1 2 3
7.2 7.2 7.2 7.2
0.02
1
2
2
7.2
0.012
1.4
2
2
7.2
0.01 0.01 0.008
0.5 1 1
1 18 2
4 2
7.2 7.2 7.2
0.02
AI.nJST SEPI'EMBER ·OC'IOOER tOJEMBER . DEO!MBER
0.005 0.005 0.005 0.004
48.0% 40.0% 44.0% 44.0% 0.0% 28.0% 0.0% 20.0% 0.0% 20.0% 20.0% 16.0%
'IO DATE:
0.0077
31.1%
JANUARY
JULY
'!UrAL N (ng/1)
EFEL. TSS
(irg/1)
3
-1
1
1
r:-liJ
P.O. B:lX 1313
:
KlESTFAD, EL
:
253-Q950 ~:
TCJI'AL p
(ng/1)
01/09/89
EFH1JENl' DISPCSAL TO:
- 0
REJJ'Ml'S.:
----- 1987 OPERATING HISTORY ----MJF/ Il3Sirn
2280
FEX::M. - QrnLY. I ~
BRENENS'IUHL
'I(M
:
EXP.
0013 - 14878
TSS - M:NIHLY. , TSS - 15
:
LICESE NJ. :
lo£lHD OF 'IRFA'lMENl' : Elcr'. AIR
SPECIAL REQ'MIS :
HERUAR.Y
PAGE: 9
SfA'IUS REPCRT
--------------
AOCRESS GUO urATICN
PEEMIT ID.
~
"C" I
PI PI -
DrULY I 6 to
.o
mAINFIELD M:N. WELL - 00
8.5, WELL 1/2 HR./5 mYSIWK - "1 WK.END
WAS'IDJATm SECI'ICN WASTEWATER 'IRFA'lMENI' PLAN!' I lJI'ILI'lY ~ STA'IUS RER:Rl'
"'2er~.J Ho-t'! I)" . s
----- FACILITY ~ -------------~Nl\ME
AlXRFSS
: CRICKEIT OlJB . 1\SSCCIATICN 4305 S.W. · 69 AWHJE. MIM«, ~ 33155 667-3100
:
GUD urATIOO ·TYPE smviCE N:>. )
(ppn)
0.56 0.507 1.402 0.895 0.7 0.622 0.645. 1.024 . 1.406. 0.6i7 0.689
~ cx:Ll:E(EM
'IUI'AL p.
N (ngl1)"
(ngl1)
34 -1 -1
1.95 0.91 0.91
2.5 2 1.6
-1·
0!83 1.81 1.9 4.96" . 6.5
1.7 5.9 2 3.5 3.18 . 2.8 2.7 4.4.
(no./10cml)
-1
-1 -1 -1 -1 -1 -0.5
1.406
'lOl'AL
4.5 6.9 4.L
M:N. WELL ·mTA
REMARIEX:::EMBER
- - - - · · - - - - • - - - - ' - - - - • - - - - • - - - - 1 - - - - • - - ______ ,____ !____ ,___ ,______________ , 'ID nt\TE:
0.00
0
ll WAS'I'EWATER SECI'ICN WASTEWATER 'lRE'A'IMENl' PLAN!' I lJI'ILITY EN3INE:ERlN; S'I'A'lU3
PAffi: 14
REf{Rl'
----- FACILrTY DATA -------------:~~API'S.
~.
: JAMES L. w.rr..t.IAHSC:N
AOCRESS ~. UX'ATIOO' 'IYPE SERVICE N:). OF 'UNITS
: 3901 S.W. 109-AVENUE : 18-54-40 ..
Rl>ITIOO' AI:I:mSS
=~~ : 170+ Iq"ULATIOO'
~
LIOM3E 00. : : 22255.~ STE. 411 AIXmSS : : : sanHFIEID, MIOllG\N 48075 ~ : : 31~~569'":"5555
rmt-1. ,PEBMIT 00.
:
~Nl\HE
IW)-
0008
~.
Di\TE : 03/14/88
0.025 ~ -~
- - FUJtl ·~ ~. cr.2 - DfULY, ~ RIQJIRED - - - - - - - - ·-- cr.2 - 0.5 ~~'Mr$;_
EFmJmr
Ft'ER
PEEMIT M:>.:
C>PERA'lX:R
0013 - 10A642
Mrm0> OF 'lRE'A'IMENl' : CDM... MIX
B:D - KMHLY. , B:D - 15
'ISS ~ KNlHLY. , TSS - 15
cr.2 (g;Jil)
JAWARY FI$RUARY MARCH APRIL
. MAY
0.006 0.007
O.OQ6 0.007 0.007
J::FACI'IVK[H). -
.JUNE
. JULY
O.Q% Q.O% 0.0% 0.0% 0.0% 0.0%
~SEPI'EMBER
ocn:eER tUJEl.iBF.R IH»ffi.ER 'ID MTE:
24.0% 0.008 28.0% 0.009 24.0% 0.009 28~0% 0.009 28.0% 0.009
0.0066
26.4%
:EEEL. 10)"
~ RB;l'~·:
(ng/1)
4 4 4 3 2.4 JUNE 8, 1987
14 21 21 2. 14
EF'EL. 'ISS (ng/1)
EFFL.
12 22 22 17 16
6.8 6.8 6.8 6.8. 6.9
PI
EHX. CXI.l:E\:Rwt (DQ./100nl)
'lOl'AL N (ng/1)
-1 -1
..
0.009
G-15.
~
'lOI'AL
p
(ng/1)
BUSH
4573 P-.O.B. 9~0~29 MIAMI, FL 33197
251-6720
EXP. Di\TE:
05/31/90
EEF11JENI' DISPCSAL 'IO:
EFOU. - QrRLY. ,
ftrAL -
--~,..-:-.~9e?··~ H:rSJXm. -----
AVG.
PELCO -
:
o.
PI PI-
~
PIT
DAILY., KN. WELL ~..o to 8.5, WEi:L -
IIC", 1/2 HR./5 DAYSIWK - 1 WK.EM>
N)
v WASTEWA'Im SECTICN WASTEWA'Im 'mE'A'IMENI' PLAN!' I t1I'ILI'lY EH3INEHWC Sl'AWS REPCRr
-----
F~ ~
•
-------------: GARREIT SWAN
c:>PEBA'KR
: S.W. 354 ST. & l79 AVE.
: DIRECICR
LICEN:iE NJ. :
:
: P.O.B. 330316 : MIAMI, ~ 33133 : 665-7471
AIXmSS
: :
5672 SAME SAME
'l'EI:EPfDm
:
257-2124
25~57-38
: IK)-
0046
EFFWENl'
EXP. DATE : 11/30/88
REtUIREMENI'S - - FI£ltl - IYULY,
COALl:IY
0.500
·:tmiCN CAPACITY ((loG)) :
PIAN!' 'lYPE : TERI'IARY RER:RriN;
~
a:.2 - INLY,
___________ .:_ ___ CL2 - 0.5
E'f:ER
~
ADF/
MAX. MJF
(.rn)
IJ?SIQi
(KD)
NJVEMBER IH'l!MBER
0.27 0.263 0.273 0.238 0.279 0.253 0.285 0.278 0.382 0.661 0.405 0.337
54.0% 52.6% 54.6% •47.6% 55.8% 50.6% 57.0% 55.6\ 76.4% 132.2% 81.0% 67.4\
0.335 0.315 0.388 0.285 0.346 0.383 0.376 0.397 0.901 1.056 o. 716 0.402
'IO DATE:
0.327
65.4%
1.056
JM«JARY
EEmUARY MARCH APRIL MAY
JUNE JULY AlUJST
SEPI'EMBER CCia3ER
M). :
EXP. MTE:
0013 - 070655
BCD - WKLY. ,
BCD - 15
05/31/90
EFFUJENI' DISPCSAL '10: C>f1!N sorY f,£0\TICN
·m.:~t"FY
·ro: .OF".UNITS ~~ --'·
;:
.
:~:
·: ·83SJ.s.w •. ,~24 smmr : Jm.M:r; ~ 33156 2~2~089
:~;.
: :25-57:-38 . = ·tJriLlTY
.. :: ''- !--
.
~
.
.
~
: rwJ -
. OPERA'I(R
: MICHl\EL KAPlAN : Cli1NER
::~:·,;~·oo.:
0025
PEL) :
REPCRI'1N3 ~ --- "E'IO+l - DlULY, a.2 - truLY, EF'EUJENI' CUALITI RE(UIRED --------------- a..2 - o. 5 SPECIAL REQ'MI'S :
----- 1987
HD.
: : : :
33166
: 888-3441 IlBot PEEMIT R:>.
PACE: 19
SI'A'Im REPCR1'
0.006
I
.: .. . .
1987
IQ) ~ MllJ[,Y., 10) -
15
'l5.S -
MIHLY.,
TSS - 15 OPERA'I(R
-~\"!;,
f
(MD)
Imlaf
(~)
(R:Jll)
(ilg/1)
TSS (ngi1)
1~4
1 2
4
I.
1
!
~-
EFFL.
Pi
cti:.rn:EM (no./10cml)
'IUl'AL N (ltgi1)
.
J~Y
FmR,UARY
MI\ROl
1\mrL
MAY
0.005 0.006 0.007
o.oo7 0.0()7
JUNE
o.oO.~
·Attmr
~ DEm-1BER
0.007 0.007 0.006 0.006 0.006
'IQ.Dr\TE:
0.0064
Jill..y
SE?I'EMBER
~ - QI'RLY.,
g! - IYqr,Y; ~
o.oo-z
0.007 40.0% 46.7% .o.oq~ 4~.7~ 0.009 46.7% -0.009 40.0\ o.oo~ 46.7% 0.01 46.7%·. _0.0~ 46.7% 0.009 40.0% o.ooa 40~0% 0.008 40.0% 0.009 33.3%
42.8%.
o.ooa
1.6 1.5
t.4
2.
1.6 1.7 1.6 1.4 1.3
~
1 3 I
~-
1 1
·1.4 1.5
I I
3
9
I 10 11 1i II IO 1 8
7 7 7 7 7 7 7 7 7 7 7 7
0 0 0 0 0 -1 0 -I 9
·o 0
O.OI
G-23
'IOI'AL P. (ng/1)
M:N • .WEU. ~
m
t-01. ~ WELL - QIRLY.
- J~ ~9 to 8. 5, REJJ'Ml'S.: "C", I/2 HR./3 mYSIWK E'ECAI;. - 0
~~y ~~--~~.X-
KMH.
o.s
REMARKS
v' PAGE: 2.3 ~---- F~ ~ . t.
-------------PELOJ (BUSH)
FACILI'IY NAME AIXEESS GUD IOCATICN TYPE SERVICE .00. OF UNI'i'S
: KOA OF N. MIAMI BEAOl
CJaJNERIREP.
HAROCD DIAKH>
OPERA'ICR
: 14075 BI~ BLVD. : 12-52-42 : REX:RE'A'l'ICNAL VEHia..ES
KSITICN
SErnEI'ARY
LI~OO.
2802
AJ:I:IlESS
SAME
.AilEESS
P.O.B. 970529
:
~
:r>ERM PmMIT N).
: IH) -
0002
MIN«, 33181
EXP. DATE : 03/14/88
PrANI' '!Yl'E : TERl'IARY
0.015
REPCRI'IN:; ~ --- EION -
DAILY,
CUALITY REQJIRID --------------SI'ECIAL Rm' MI'S :
EFH!lENl'
----- 1987 M:NIH
~
-
HISTORY ----'
·AI:W
ATJF/
(KD)
t'ESIQl
APRIL MAY JUNE
JULY AI.nm' SEPI'EMBER. OCKEER
N:NEMBER DEX»1BER
TO
Illi.TE:
-
MAX.
AVG.
ADF (tG:>)
CL2
JANUARY FE3RUARY ~
940-4141
0.008 0.007 0.006 0.005 0.006 0.006 0.006 0.007 .0.008 0.013
53.3% 46.7% 40.0% 33.3% .40.0% 40.0% 40.0% 46.7% 53.3% 86.7%
0.009 0.009 0.007 0.007 0.01 0.009 0.008 0.009 0.014 0.017
0.0072
4S.O%
0.017
(Wll)
3 2.8 4 3.7 4 2.4 1.1 1.8 1.4 1.8 1.8 1.4
a.2 - Dt\ILY,
cu - o. 5
·EHL. BCD (rrg/1)
20 14 17 11
3 2
11 14 7 6 10 10
EUR PIR«T 00. :
22 18 18 12 18 1 4 12 27 18 17 3·
0013 - 112353
MEIKD OF 'IRFA'lMENl' : EK'I'. AIR
B:D - MlliLY. , Fa> - 15
EHL. TSS (rrg/1)
~
EHL.
PI 6.8 6.8 6.8 6.8 6.9 6.6 6.7 6.8 6.8 6.7 6.7 6.7
MIAMI, 33197 251-6720
: :
EXP.
~TE:
09/25/90
EFFllJENI' DISKSAL 'ID: SQ\K1I!E Prr
~- C]IRLY., PI- miLY, ~.WELL- YES 'ISS - MlliLY. , pH - 6.• 0 to 8.5, WELL - QrnLY. 'ISS - 15 FECAL- 0 OPERA'Im REJJ I MI'S • : "C", 1/2 HR./3 ~!WI
·
;
wErL _ mTA'
';
JANUARY
~y-
~
-~
MAY JUNE
0.04 0.03~
0.029 . 0.0:3? 0.033
_o.oi_S.
80.0%; 0.045 78.~; o.o~~
1.7 1.8
9.5
4
8.~
i.7
5
1. 7' 1.6
5.5
64.o%: 0.035
sa'. a%; o·.o3a 66.0\-
o~o3i
36.0%: 0-.04
Jllli.Y AiW3T ~
o.o~a
~--
0~0~8
N'JIJEMBffi
DEX»1BER
-0.02 0.029
36.o% o.oi5 26.0.% o.oi6 28.0\ d.o~6 36.o% ·o.o21 40.0% 0.028 58.0\ 0.031
TO DATE:
0.0252
50.5% 0.045
0.013 0.014
1.~
4 5.5 5 ~ 6' 5
1.8 1.9
3.5
i.5 1.8
i.7 l.i
7 7
-1 -1
4
i
~i
-1
4
7 7 7
5 j
4 5.5
4
-4
-1 --1 -1
7 7 7 7 7 7
-1 -1 -1
-1 -1
.
G-25
y
-WAS'IEWATER -----
WASTEWATER SEX:TICN 'IRE'A'IMENI' PIAN!' I l1I'ILI'lY ~ STA'IUS
t/ RERR!'
PAGE: 25
F~ ~~ --------~---~-
: KRCME smviCE mcc. em. : KRCME AVE. -& 9H 12 S'l'REEl'
CNRVREP.
: 12-54-38
ArmESS
:
~
POOITICN.
IEiml'ICN FACILITY
: VARIES
: IK> -
I:lEEM PEEMIT NJ.
0059
EXP.
~TE
: PERRY A. RIVKIND, D~ ~T. :
REQJ:REMENI'S --- E'10tl - DAILY, CL2 - DULY, BCD - Ml'HLY. , EFFWENr CllALI'lY REQJIRED --------------- CL2 - 0. 5 BD - 15 S:I?ECU\L REQ'Ml'S : (NJrE) 2 PIANIS - 1 @ 0.050 MD & 1 @ 0.070 tG:> ~
"..'ELEPff:NE
0013 - 131701
ME1HD CF 'l'RFA'IMENl' : EKT. AIR
~
----- 1987
AIXEESS
TSS - Ml'HLY. , 'ISS - 15 ()PERA'JXR
3225
: : :
EKP.
·-
160327
MIAMI, 33116
552-1844 ~:
03/15/92
EFEUJENl' DISPCSAL '10: OPEN
Ifl -
FOCAL - QIRLY. ,
1:\\ILY,
lom. WELL - YES
EEO\L - 0 Ifl - 6.0 to 8. 5, WELL - QI'RLY. REQ'.MIS.: "C", 1/2 HRo/5 DAYS/1 WEa}
(IJID)
BCD(mg/1)
JANUARY FaRJARY
0.032
0.044
3.2
6
5
6.9
MARCH
0.046 0.06 0.048
~
o~o44
3.1 3 3.1 3.2 3.1 3.2 3.2 3.1 3.1 3.1
5 5 6 5· 7 7 6 4 4 7
3 4 8 3 3 6 7 6 7 9
7 6.9 6.9 7 7
N:JJEMBER
0.04 0.047 0.044 0.05 0.045 0.053 0.046 0.044 0.048
26.7% 0.0% 33.3% 39.2% 36.7% 41.7% 37.5% 44.2% 38.3% 36.7% ·40.0% 36.7%
M:NIH
APRIL MAY JUNE JULY
MnJST
SEVI'EMBER CCJXBER
ADF
MJF/
0~054
0.064 0.07 0.051 0.055 0.056 0.049
EFFL.
Iii
F'EOU. - KlmiLY, lO) -
15
- QlRLY • , · {il - DAILY, trl{·~ •·.WE:u,. - ID HeAL - 0 pi - ~ .. 0 to 8.5, WELL OPmA'1tR RB;)'Ml'S.: "C", 1/2 HR./5 MYS/1 WEEf. OF UNITS
:
27~55-3~
~
: IN) -
1.65
. 'I'F!LEPfDm
EKP. DATE : 03/14/88
0065 r.ESI~
0.200
CAP.ACITY (l-G:>) :
REPCR1'IH:; ~ --- FU:W - Df\ILY,
CL2 - Ili\ILY, EFFWENl' CUALITY REQJIRID --------------- CL2 - 0. 5
IO) -
E'tER
JANUARY
EEBRUARY MARCH APRIL
MAY JUNE JULY AIXlJST
SEPIE-1BER CCIOOER WIEMBER DEX»iBER
PIRt«T
H).:
0013 - 120928
MEIHD CF 'lRFA'IMENl' : EKT. AIR BI~Y.
BCD - 15
SPECIAL REJJ'Ml'S : ~
P.O.B. 970529 MIAMI 33197 252-6720
: 'IErEEKim
,
RtMER -
4573
ADCRESS
: "580+/.;_
PIANI' T.iPE : TERI'IARY
KNlH
NJ.
: KBIIE lD4ES
PEDfiT H).
----- 1987
mro -
oPFRA'lT'R LI~
W/0 SW 1.37 AVE.
:
EXP.
06/05/91
~TE:
EFFWENl' DISPCSAL 'ID:
SQ1\KJ\(E
PIT
TSS - BI-wi)
JAtUARY
AOF/
MAX. ADF
EFEL. TSS
(ng/1)
(ng/1)
3.3 2.8 5.1 3.8 3 4.3 6.3 6.7 5.3 4.7 5.6 4.2
3 2 3.5 4.1 2.7 7.2 8.1 8.1 5.7 5.1 2.7 3.5
~
'lOl'AL
'lOI'AL
p
EFEL.
CXlLJ:ECR.i
N
Iii
(no./100ml)
(ng/1)
(ng/1)
4.1 3.4 4.2
0.8 0.7 0.8
3.3 8.1 9.1 3.2 3 3.2 ·4. 7
0.7 0.9 0.8 0.8 0.7 0.7 o.8· 0.7
7.1 7.1 7.1 7.• 1 7.1 7.1 7:2 . 7.2 7.2 7.2 7.2 7.1
--18 -18 -20 -20 -20 ~20
-20 -20 -20 -20 -20 -18
3
~WEIL J.lt\TA
REMARKS
I
-
WAS'I'EWATER SECI'ICN WASTEWATER 'IBFA'IMENl' PIAN!' I l1l'ILITY
~
S'I'A'IW Rm:RT
P.AG:: 36
----- F.AC:ILI'l'Y DA.TA --------------
'
'~
• CRID I.(CATICN-'
'IYPE:.SERVICE
00~- QE.: UNI'IS.~~
: ~ ·HE:NDEESCN
: REDLANI:s · M.H~ P. .
FM!ILI'IY lw.IE
·: : : .:
PmMIT NJ.
:
:GNmAL·~
17360 SILVER PAIM IlllVE 19:;;56-39'· M:BILE l:JSHE· PARK 94 IW) -
0014
: 555- SW· 1-30 AVENJE. : Fr:. ~. 33325 : 4:73.~2501 . ~:
EXP •. DATE · : (l3/14/88
. PIAN!' TYPE·· : SEX:nmARY ~-~----
. EFFWENl' s~
ME!liD.OF :ruJtl••- DMLY,
CL2•- Da\ILY,
REQJ:mED --------------- CL2 - 0 .s RB'J·Mi'S· :· ~
PmMIT 00.:
IOl-KNIHLY 20 ..
liD -
OPERATCR
P.ELCD (RLM:ER)
LicmsE NJ.
4573 P.O.B.
~-
~
0013- 099087
~-
: EX!' •.
TSS - ~y. TSS - 20:
~IR
~51-6720.
~. 01\TE:
~-
QmL~., E!CAL - 0
m::AL -
~'OCR R:EQ'~.:
"G'.',
ADF (ld>)
JANUARY· EEERUARY
0.01 0.011
MAX•. ADF
AVG.
Eftt,.
EFEL.
~
T$S
Eftt..
I' I:ESI~' (~)
CL2 (ppn)
(nq/1)
(rrg/I)
PI
2 2 2 2 1.9 2.3 2.4 1.8 i.6 1.8 1.8 2
4 4 4
2 1
5
7
4
1
4
2 2 2 2 1 3
ADF/
O.Ol
66.7%' 73.3% i 66.7% 66.1% 80.0%. 80.0% 86.7% 6Q.O%: 66.7%73.3% 66·.7%
DECEMBER
O.Oll
73.3%
0.015 0.014 0.01j 0.014
'ID DATE:
0.0107
71.7%
0.016
MARCH··. APRIL MAY JUNE
.JUt.y ALnJST SEF'l'EMBER OCimER tlJVEMBER
0~01
0.01 0.012 0.012 0.013 0.009 0.01 0.011
0.014 0.013 0.013 0.012· o.o16 0.014 0.015
o.oir
3 2 3 2 5 3
3
3
FECAL c:x:LIE{EM
(IXl.;/10.
.~.
:·RCBERI'~
:
IU3ITICN
AI:tmss"
:
'l'EI.EfHH!:
EXP.
IW) -
~
: 03/14/88 0.075
JE3Irn CAPACITY (fG)) :
PIAN!' 'lYPE : TERI'IARY
RER:Rl'IN3 ~"lREMENl'S _..;.._ Ff..Ofl - DMLY, CL2 - IYULY, EFFlllENI' ClJALITY ~ -----:----------- CL2 - 0. 5
(XJIDINA'l{R
2925 tM 41 S'IREEI' MIAMI, 33142 638-8388
: ·samr.. :
. N:>. OF UNITS ~
: SCVIH MJ:AMI lllGi SCHXlL
ED!R
PEHoaT
N).:
OPiiRA'll:R LIcr'. AIR
BD -M:NIHLY BD - 15
SPECIAL RE)J'MIS. :
EXP.
~:
01/15/89
EFHlJENl' DISR:SI\L '10: SON -M:NIHLY BCD - 15
.OPEIOO'IH:; HIS'll:BY ADF
. (KD)
JANUARY
0.016
EE3RUARY
0~017
DEX::EMBER .
0.0? 0.016 0.019 0.019 0.02 0.017 0.016 ·o.019 0.018 0.017
'IO ffiTE:
0.0178
MAROI
APRIL
MAY JUNE JULY AlXlJST
SEPI'EMBER
ocrmm
~
'ISS - ~y 'ISS - 15
MAX.
AVG.
Ef'H,.
ADF
CL2
10)
(KD)
(RJll)
1.3 1.6· 1.5 1.3 1.3 1.3 1.5 1.5 1.5 1.5 1.3 1.5
(ng/1)
5.2 . 4. 7 3.8 5.1 4.1· 7.7 5.2 7.8 4.3 5.1 5._5 .6.2-
HeAL
EfH... TSS
cn:.:IE(EM
(no.• ll:O_()nl)
(ng/~)
4.1 4.1 3 6.3 5 6.9 6 8.4 7.2 4 3.2 6
7.1 7.1 7
7.1 7 6.9 7 7 7.1 7
7.1 7.1
02/19/89
EK1\L - QmLY. , J;ii - DAILY, M:N. WElL EH.:AL - U frt - 6_.1) to 8.5, WELL QR!RA'RE RBJ'MIS.: "C", 3 @ 1/2 HR./WEE. ASSN. : P.Q.B. 560721
'IYPE SERVICE
: a:NIXMINitM5
: MIM«, 33156
OF UNITS
~
:
PERMIT N:>.
:
[W) -
EXP. DATE : 03/14/87
0013
PIAN!' 'lYPE : 'IERTIARY
IE>IGl CAPACI'IY (t-al) :
REPCR'I'IN:; ~ ---
:FU:W - I:lMLY,
~
i450
'l'ELEE'fDm'
2S""3- ~' s(; ED!R
PmMlT N:>. :
PEUD (RtM:IJR)
4573 P.O.-B. 970529
~2.- ~~'
0013 - 117~74
:
MIAMI, 33197
:
251-6720
EXP.
Ill\TE:
05/20/87
EFFUJENI' DISPCSAL '10: SClt\KACE PIT
0.040
CL2 - J:lMLY,
EFEWENI' CUALI'lY RE(UIRED -------------- CL2 - 0. 5 SPECIAL REQ' Mffi :
PACE:
:::mot~
: SUNRISE POINI' a::tiDO. : SW 128 S'IREEl' & 82 AVE.
N).
·ll
WAS'I'E}tlATER SECI'ICN /-·lJl'ILI'IY ~- STA'IUS REPCRl'
'lRE'A'IMENr .PLAN!'
OCD -tOmiLY OCD - 15
TSS ..;.. KNIHLY F1£AL - QIRLY. , Iii - J:lMLY, M:N. WELL· - 00 TSS - 15 ~- 0 Iii- .6.0 to 8.5, WELL CI'ERA'lX:R REQ'Ml'S.: "C", 112 liR.i5 IY\YS/1 WEE - 0030
REF(RTlJC ~ ---· FU:W - DAILY, a:.2 - DAILY, EEFWENI' ClJALIT1 REQJIRED -------------- CL2 - 0. 5 SPECIAL REQ' MI'S : --~--
1987
H:NIH
JANUARY FEBRUARY . MARCH
APiuL MAY JUNE
JULY
AlXll3T SEPrEMBrn
ccrcBER ~ IE::l!MBER
'TO DATE:
~
~
0.015
ImiGl CAP.ACITY' ( M:;:>) :
PLANI' TYPE : TERI'IARY
-M:NIHLY IQ) - 15
10)
MAX. ADF
AVG. CL2
(M:;:>)
IE)I~
(M:;:>).
(g:m)
3 4
0.003 0.006 0.005 0.005 0.005 0.005
0.005
2 1.3 1.7 1.1 1.7 2.2 2 1.7 1.6 1.6
2 2 4 2 3 2 3
2 7 7.2 2 5 7 1 7 1 . 6.9 4 6.9 1 6.9 1 6.8 2 6.9 1 7
0.0% 26.7% 0.005
1.6
2
2
0.0037
oo.:
0013·- 121286 ~.
AIR
PEU:o (RlMER)
EXP. DM'E:
EFFliJENI' DISPCSAL 'ID: SOI\IPERA.n:R
: C.J • LE.VENSTEIN
: 12555 S. DIXIE HrGW\Y : 15-55-40 : RESTAURANI' ( 2)
NJ. : ADIRESS : : ~ :
: 279-3333 IJ!R.f PEEMIT N:).
: IN) -
EXP.
0092
~
: 03/14/87
RE!PCRI'IN; ~ ---
FI.Oil - DIULY, a:.2 - m!LY, EFFWENI' ~ ~ --------------- a.2- 0.5 SPECIAL RErJ I MIS :
----- 1987
JANUARY FEBRUARY
MARCH
APRIL MAY JUNE
~ ~y
AVG.
EEH..
a:.2
:a:D
(MD)
(Wll)
(ng/1)
1.5 2 2 2.2 3
1 1 1 1
-MN.IHLY OCD- 15
!0)
TSS - KNIHLY TSS - 15 OF'!!RAT·Blsca)Tli.Bivd. 0427 SE•AA$ ROEBlD( &CO. · · lUJ Port, Blvd. 1127 S[·ABOAAD NM I~ LTD. 1~1 t£ . 1 Ave 1702 A & .M•SCKXl. BUS SERVICE 1498 t£ 2 Ave. 0317: SOOR I*1 SERVICE STATl ON
t£'
H-3
33127
Mlail~-'33127 Mlaal~-~·33127
*
501 ·NW 29 st; 51 til 29 St 5341 ttl 7 Ave 5343 NW _7 Ave. 5300 N Mlall Ave. 5«l2 tff·7 Ave. 5625 NW 2 Ave. 5800 tff,7 Ave. 60 tff 37 St s75·NW 42 Ave.
Mlaal, 33127 Mlail·~ '33127 Mlaill; 33127 MIall~ 33127
·wta~n
33127 Ml811 :~ 33127 M·laaiT''33127 .· Mlalll; '·33127 Wl811;'33127 Mlalll~'-33127
,,,w1aa1 r33127 Mlall i '33127 Mlail ·; .'33127 Mlalt33127 Mlul { 33127 ~-. ,"XHMI81!i;'33127 ,. Mlall., '33127 · ,, .wturr33127 Ml811 ~.,.33127 w1u1 r·33121 · Ml811~·~·33128
Mlail ;;;:;33128 ·'~
1
·,··Miall"~:~~~·33128
WI alii iA-33128 MIUI1'~'233128 ·
;;·; .wtt~1r::3312s . HOO 'tlf 12th Ave. 1300 · CfDARS liED ICAL CENTER 1600 N~ Midi Ave. 1100 RUI /OOffNTOWH 1600 NW 10 Ave . 0382.. UOF WMEDICAL 'SUPPORT SERVICES 1638 NW 10 Ave. 1914 IICKHIGIT VISI~ RESEARCH CTR. 1675 Mr 9 Ave. 2399 ,&.I£R·I CAN RED· CROSS . 1910 tlf 7 st. 0218 CARLOS SERVICE STATION, lte. 1991 NW 7 Ave. 0266 . ~ IOLES lliLF 200 Nl''·191 St. 0310 TENNECO ST~ I 12008 ~lNI11 St. 1649 All lED WAA It£ · «Xl Nl2 Ave 1624 CITY OF WIA\tl 1415 soortERN·.BELLW21394AIAMf ~ADE ESS · ,;45 tl 5 st. 51 .. 11 St 1035 ~EvtD.Hl . LINES·, 1~·. 0938
0887 0584
.. 0086 1301 1651 2573 2144 1189 0783 C650 1945
tmMXll SHEll, It«:. ABBaJ)
GAS STATION
WIN.fl ~WI9i 1-Df·•~ ttfRNIN ENTERPRISE LEASt~. It«:. BRAWAN CAD ILL~ (BOOY SKP) . BRAWAN CADILLAC (SERVICE IEPT.) E~RMAN
BUICK, It«:
S & R SELF SERVICE, Itt. ~EDITBAM< ..
0032 · miGtEZ EXX~ 15589 ~71 . ~ SlPPlY CO., It«:. 0713 1413 2558 2291
1013 1799
BISCAY~ MLL It«:. SOOllfRN BELL - W2112. \IPLG7 CHAHL 10 PLAZA CITGO FREEWAN NJTOSfRVICE LEt«lH CITY CITGO
Nl183 St. l«ll ,.., Ave. 151·ME 52 st. 1891£ 29 st. · . 2038 t£ ·2 Ave.
Wla~'fj\33138
Mlall f33138 Mlallt 33138 .Miall ~· 33138 Mlall ~;:,'33138 Mlall/;33138 Mlul i-·33138 . Mlall~;;33138 ~·~ Mlaal ,:cMiaitl/33138 Mtul, ~33138 Mlall/33138 Wllll/:33138 Mt.l,'~33138
Mlil'l·~:/33137
BI Yd.
2100 t£ ·2 Ave · 2522 t£ 2 Ave. 280J·8tseiyne Blvd. 2PJ. tt:·2 Ave. 3630 t£ 2 Ave. 3557 t£ ;2 Ave.
,·36 t£ 2 st. ~· 81 sca)T'ie
Ml811f~·'·33134
Mla.l·,\33134 Miaal/·33134 t.tralr.: 33134 Mla.fV33134 Mlal'l /33134 Mturr33134 Mt8irl33l34 c. Gabf&s/·33134 . . c. Gab:les/33134 · Mlaill/33134 ... c. Gabl'es;. 33134 ·· · cora I··~ GatHesl:\ 33134
Wl.f;• ;33138 Wtall,:33137 ·Miall;:33137 Wlaiit~· 33137
8«)
~' <cl)fil
,··MIUih' 33134 Mlut:,· 33134
BI Yd.
3950 t£ ·2 Ave. 4141: t£~·2 Ave. 421 N£61 st.
H-5
Mtaal.?33137 Mllll/'33137 - · Mlall':, •33137 Mill I>~ 33137 . ·.,.··"· Wliil~'3313'J Wlall; 33137 , ·Willi'! r·33137 ' Mlilf.~-i33137 MIMH:33137 Mtalr;•·33137 ; Wlal't i 33137 wtaat. 33137
POLLUTION CONTROL STORAGE TANK OPERATING PERMIT TRACKING SYSTEM FACILITY REPORT
******** C.OI COOE CITY &ZIPCOOE LOCATION ~ct ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••
PERMIT
CHMLES SALES ~p. ~ \JNI~ 76 0512 GARC lA ctfVRON 0222 OIONS QUIK WART 18 001 0 BISCAYt£ BLVD . EXXON 14-5253 1690 OIONS QUIK'MART 112 1285 SERVICE STATION AID, INC. 0588 FIFTH STREET AMOCO 1847 SU-RO Wit£ CO. 0445 MB CHEVRON SERV Ict · 1695 P. TAVILLA co.·, It£. 1448 SOUTHERN BELL-M6612-WETRO.ESS 1465 llJFFEY ~TRltTION CO., _INC. 2412 ROYAL PALM CITY ICE . 0348 . ECCl 19834 1973 GEtfRAL HAll It«; SERV Ict 1972 GEt£RAl HAll It«; SERVICE 1051 A-1 BUS UtES, INC. 0017 SlfER I~ TEXACO 0101 PHICO. & SON INC. 2117 PMTER Oil INC. 1410 · Y: CALLS 66 0071 PAN MERICAN OIL CO. 0717 8AAZAGA HLL C(JU). 0268 VALDES SERVICE ENTERPRISE I 1883 tlft'S.GROCERIES 1798 ALWS ENTERPRISES· INC. 1944 l!MVIN BUIUI:RS INC. 1155 PEQUEt«l ENTERPR ISES, INC. 1529 . ~ICH ELECTROUCS, INC. 0033 GOtJfZ EXXON 0477 EFRAIN MYRON SERVICE 147621 1936 REX CHEMICAL ~. 1533 NATIONAL CAR RENTAL SYSTEt.6, INC. . 0858 HERTZ CCW. 1047 AVIS RENT A CAR, INC. 0929 Mt£STO IillO CENTER 1813 ALPtiA II RENT-A-eM 1620 A TO Z SERVICE STATION 0203 ~.ION 76 2525 ·· MAAR IOTT MA INTENNU SliP . 1635 FU~ IDA Lli&R CO~ 1009 .· Y. R~ HARRISON CRANE SERVICE, INC. 0052 U-HAll CENTER of .36th STREET 0722 FIOALGO JmO CENTER INC.
. 0322
0991
0505 1860
All CHEVRON sctfR .RENT-A-CAR
0879 1408
Bli&T RENT·. A CAR ltaPENlENT FQTABLE SANITATI~
0304 CIEG() t.lln., ·INC. . 0712
E & E SERVICE STATI04
47 t£ 21 St t£ 2 Ave. 5390 t£ 2 Ave. 5402 BIscayne BIvd. 6075 BIscayne BI vd. 7791 Biscayne Blvd 81 t£ 21st St. 945 5 St. 1100 NW 25 St. 1200 NW 36 St. 1245 NW 21 St 1380 tlf 21 St. 1395 NW 21 St. 1395 tM 22 St. .. 1401 NW 27 Ave. 1440 NW 21 St. 1441 NW 21 St. 1642 NW 21 Terr. 1690 NW 20 St. 18700 NW 2 Ave. 1875 NW 54 St. 1901 tflf 54 St. 2001 hW 36 St. 2020 tM 17 Ave. 2021 tM 22 Ave. 2(S) tM 54 St. 2155 tM 17 Ave. 2155 .. 22 St. 2188 Nl 20 St 2190 tlf 33 Ave. 2190 ta 36 St. 2201 ,. 20 St. 2270 tlf 23 St. 2301 tM 33 Ave 2301 Nl 11 Ave • 2330 tM 11 Ave. 2353 hi 17 Ave. 2390 til 39 Ave. 2390 .. 82 St 2400 hi 82 St . 2«l1 tlf 36 Ave. 2431 hi 20 St 24«). hi '11 st 2-480 hi 38 st 2501 hi 42nd Ave. 2545 tlf 42 Ave. 2601 til 39 Ave. . 2601 til LeJeule Rd. 2609 tlf 29 st. 2812 tlf 27 Ave. 2698 tM 36 st .
5040
H-6
Mla11l, 33137 Mlalll, 33137 Wialll,. 33137 Mlalll, 33137 Mlalll, 33137 Mlalll, 33137 Mia~ I, 33137 Mla11l Beach, 33137 Q.? Mialll, 33142 Wlaal, 33142 WI all, 33142 Wlul, 33142 Mlul, 33142 Wlul, 33142 Wlul, 33142 Mlul, 33142 Mia~ I, 33142 Wlaal, 33142 Mlul, 33142 Mlul,, 33142 ·wla~l, 33142 Wlul, 33142 Mia. I, 33142 Wlaal, 33142 Wlul, 33142 Wlul, 33142 Mlul, 33142 WI all, 33142 Mlul, 33142 WI all, 33142 Wlaal, 33142 Wlul, 33142 Wlul, 33142 Wlul, 33142 Wlaal, 33142 . Mlaal, 33142 Wial, 33142 Mlaal, 33142 Mlaal, 33142 Mlaal, 33142 Ylaal, 33142 Wlul, 33142 MIMI, 33142 Wlaal, 33142 Mlul, 33142 Wlaal, 33142 MIMI, 33142 Wlaal, 33142 Ml811, 33142 WI all, 33142 Mlaal, 33142
POLLUTION CONTROL STORAGE TANK OPERATING- PERMIT -TRACKI-NG ,SYSTEM. FAC I L I ·ry R.EPORT
********
mCE ...............................................................................................................................
PER~fT
0569 . WI J.JA I N.JTO SERV ICE 1 2401 ·WAX Ilie> lt.fmT ~p. 0354~ AIRPORT TEXACO SERVICE 0251 D.O .. 27th AVENIDA, INC. 1882 .ROellE OOLF SERV ICE 0292 GUBY'S, INC. 0215 CUSO SERVICE STATION 1021 IRV &RAYS 66 SERVICE 0040: w.aiAoo CAR CARE, .I tl:. 0079 PINAR AUTO ·REPAIR 1281, . VALUE RENT-A-cAR 1094 BILL SEttlE'S NISSAN, INC.• 0542 VICTmY SE-RVICE STATION . 1098 ~:RENT A CM, INC. 1355 OCSB -.CENTRAL WAlNTENANCE . ons l..lt«Al CtfW.JCALS 0253 G.F. CM CENTER, INC. 1211· -Bre ~E'SYfELDit«; 157~ Plll4AN Pt()TO INC. 1088 G & I SERV·ICE STATI~ 0100 54 TROCK ST
all,,';33142 '!1111 ..:1:, i33l42 ·1111'11:1 , ·;33142 ~Miai'l.; '33142 ··llllal, ,33142 iMI·all; 33142 Mt•·t.,· 33142 11118111, 33142
'25126411
'
POLLUTION CONTROL STORAGE TANK OPERATING PERMIT TRACKING. SYSTEM FACILITY REPORT
******** PERWIT
CITY
LOCATION
~CE
&ZIPCOOE
COl COOE
**************************************************************************************************************************** 1380
1885 . 2015 2411 2544 1935 1691 2000 1839. . 1007 1084 0976 '1987
2617 1872 1031 2475 1~4
1361 2138
0800 0815 0277 0793
0075
. 1538 1482 1102
1418 0977 1191 0473 (00)
0897 1626 1804 1471 .. 0580
0089 11.10 ·0816 . 0553 0166 . 1354 1722 0308 0273 2281 0237 0842 2288
3845 tM 35 Ave. PETR IS POS IT IVE PEST CONTROL 3851 tM 59 St. CROSSCO N.ER ICA C~P. 3005 tM 31 Ave • BOB Y()lN;, It«:. 4000 tM 36 Ave. JETBORNE INTERNATIONAL 4100 tM ·37 Ct. FL~IDA STRUCTURAL STEEL 4101 .. 29 ct . BARF IELD INSTRUii:NT 4175 tfllf 27 Ave . TRAILWAY LINES, It£. 4301 til 27 Ave. t£RTZ/PENSKE TRLCK LEAS ING, I tt. 4475 til 22 Ave. FINA SERVICE STATION 4601 tM 17 Ave. STAA SERVICE &PETR(l.ELJM CO • 4700 til 27 Ave. VANADIS CORP. 4770 tM 17 Ave. BANKS AMOCO MINI WART t4 4800 NW 37 Ave. DIXIE BEOOI~ CO. 4810 NW 35 Ave. Kl~ Ka..E hEAT PRaxtTS, INC. 5201 NW 27 Ave. 27 AVEtliE 66 STATION 5329 NW H Ave. COLEMANS SERVICE STATION 5420 tl¥ 37 Ave TRIPICAL SHIPPit«J CO. 5600 tlf 17 Ave. 5600,· INC. 5700 tl¥ 37 Ave. WI AM I CASTIWSE 5701 tl¥ 35 Ave. C.F .S. CONTINENTAL ·wiAMI 5701 til. 36 St. TINJ'S TIRE Itt. 5720 til 35 Ave STANLEYS AUTO REPAIR 5001 til 27 Ave DCS8- tOTH DIVISI~ 6050 NW 37 Ave. FP&l Ird.str 1a1· ServIce Center 6120 NW 27 Ave. OK stflL C(R) · 995 HI a leah Dr. ROIG OIL SERVICE. 1020 sw 69 Ave. .DYPLAST FOAM INSULATl ON I tDJSTR I ES, 1010 sw 57 Ave F.B. AlirO SERVICE 1155 SW 67 Ave. S001l£RN BELL-W2403-WEST WIA\fl C.O. 1330 Sl 57 Ave. . tfRRERA .Nml 1500 Sl 67 Ave. 0 ~lA SERVICE CENTER 1575 Sl 67 Ave. Vf:ST MIAMI SERVICE STATION 40 Wile Bend- Ta11u1 Trail WI CCOSIJ(EE CHEVRON 5700 Sl 8 st. TRAIL SHELL sgx) Sl 8 St TEXACO 8201 Sl 8 St. LONXNl SERVICE STAT I~ 8390 Sl 8 St. MAOOIE PHILLIPS 68 8«)1 Sl 8 st. R &0 TRAIL CORP· 6890 I Flagler St. FLAGLER SHELL 6895 I. Flagler St. TONY'S SERVICE 66 6701 Sl 8 st. CAIBARIEN liDO SERVICE· 8850"51 8 st . RAPID OO.CM WASH 8aJO Sl 8 st. AmfAN SERVICE STATION DCS8- CENTRAL ~TATICif FACILITY 7009 Sl 4 st . 7070 sw· sst STANLEY. fDF i tG CO. , U~. . 7010 I· Flagler St. J & A AWX:O 7100 I Flagler St. ·llJLFI.All.ER 7101 Sl 8 st. A. f«DI~ T.IRE SERVH:E 7190 sw 8 st. FUPARTS DISTRIBUTMS, ltC. · 7291 Sl 8 st. TRIP ICAL. STAT ION 7300 sw 8 st. MIIMAYCMS
aw.
H-8
Wlul, 33142 Wlul, 33142 Wlul, 33142 Wlul, 33142 Wlul, 33142 WI all, 33142 Wlul, 33142 Wlul, 33142 WI all, 33142 Wlul, 33142 Wl.ul, 33142 Wlul, 33142 WI all, 33142 t.tlaal, 33142 Wlul, 33142 Wlul, 33142 WI all, 33142 Wlul, 33142 htl811' 33142 Wlul, 33142 VIrginia Gardens, 33142 Mlul, 33142 Wlul, 33142 Wlasl, 33142 Wlul, 33142 Hialeah, 33142 Wlaal, 33144 Ylul, 33144 Mlaal, 33144 west Wlaal, 33144 Jest Wlaal, 33144 w. t.tlul, 33144 Wlaal, 33144 W. Mlaal, 33144 Wlaal, 33144 MIMI, 33144 West Mlaal, 33144 W. Mlaal, 33144 MIMI, 33144 Wlaal, 33144 YIYI, 33144 Mlui, 33144 WI a. I,. 33144 1111811, 33144 Wlul, 33144 Wlul, 33144 Mlaal, 331~ Mlul, 33144 Mlul, 33144 Wlaal, 331~ Mlaal, 33144
25126-W 2&-A
POLLUTION CONTROL STORAGE TANK OPERAT:tNG ·PlRM IT ·TRACK.J.NG S':YS'TEM: ' FACILITY REPORT
*****·***·· COl COOE LOCATIQH. · ***** **·** ******·***~*********~·*·****-*·**·**U***-**·····*~***·'******•***·***·~*******************''****·**·***·***********·***************·,~.,, ..., ., .,.
PERt.! IT
~CE
1042 GALCERAH AUTO ELECTRIC 0444 . WEST FLAG.ER QiEVROH :· 0568 . PEPf'S ~. l.t«: 0043 ll:~EZ TEXACO 0214 VALDES ENTERPRISES' . 1008 RAINBOW t£ALTH CENTER . 0048 TRAIL TEXACO CQfP·. 0090 WIDWAY .WALL CAA WASH 2280 CAR COLLECTION CCW. 0745 FORD WIDWAY MALL, l'tC. 0386 TRA ll 76 SERV ICE· · 0438 TRAIL DifV~. 147610 1376 et:MERCIAL. CARRIERS, INC. 0868 PEREZ U I()HTE. 0 IL 0735 CITGO WIK ~T 130027 027 4 WI R.OOA WLF . 0746 AL SPR Ita:R. '·ROOF I~,. I~. · 0813 CENTRAL tf:TAL FABRICAT~ 2171 FARit()'.S RADIAT~ SKf ~" r5J7 ED'S GmAL· WAY QiEVROH; 0052 MAtf{Y'S ·EX~ t5925 · 0026 ~ozro.'S TEXACtkdtC. . ' 1003 t.fi.4MI CAA CENTER . 0994 ~ .• SERVICE STATI~;·· 1~. 0551 COLISftM AMX:0 SERVICE· 0821 SALCEOO .Ctlf». · 0117 LEJDER . GI,lf 1948 .1800 mlF.ESSIOOL OFFICE~. 0455 CORAl WAY ~VR~ .
0028
SOU1l£RN BELL-M2521~AY~E.·C.O~ WAY EXX~ t6828\ HIDALGO~ S Itc. SUHSH U£ TEXAal • ItC.
~
T~·WWf
1424 0053 1225
caw.
Aa!ERICAN.
7Jl1 51.8 St 7350 W.flag ler.y~t ,, 7390 S¥f .8 $t. 7411 SW 8 st. 7420 Slf·,.,.S $t.: 7500 SW•,8 St. 7850 SW ;8 s:t . 7895. Yf f:l:agler:.:$t.·
. 7000 S¥L8 St .. : 8155 W;J;;,J~g.le~ ~.~
8200 $ft ;8 ~ . • · 8400 ~··,$: $t.·· 850 SW. l77tAve 8500. SW·:! 8 st • 8690SW·8
st.
8700 $W 8 St . 800 SW· 69:,AV8·~· 9ll SW~·.JO::AV.8'·' : 918 ~·\69>::Ave •• 1290. SW.·22'·St~ · ·' 1600 SW 2200. ~'AIRED
RECOVERY UNDERWAY
-. I\IJW.TEST WE.LLS II')I~TALLED_; 1500 GALS RECOVERED AS 01
.4/84.
I- 1
H
I
tv
I"'
·0
Ml Drr\it
N
I-·3
SCALE -~
.5
I··
·I Mrltl
I-4
LEGEND ===-Canals -Major Roods -----Airport Boundary · Sample Sites
e
.
r~
·~II' --,
--
L
1 l
__. J ,.-
r L __ SCALE t-t
0
·1000 2000
I
01
!
N
BISCAYNE BAY 'DRAFT SWIM·, P.LAN ·
Enforcement Acti vi tes
1. Attachment IV. Summary ofDade County DERM
Enforcement Actions ·as of 10/1/87 (Data from. DERM) 2. AttachmentV. .Summary of Warning Notices Issued . by DER as of 11/87 (Da.ta from DERM)
3. Status of Dade County Enforcement Activities as of May, 1988 (Data fromDERM)
· 4. Petroleum Contamination Sites in Dade County (from DER Sites List Report, July, 1985) 5. DER Current Enforcement Activities in·Dade County. (as of June, 1988)
DERM
CIVIL VIOLATION (COMPLIANCE NOT ACHIEVED AS 'OF 10701187)
DATE TICKET#
FACILITY
VIOLATION
ISSUED
06910
FLORIDA MARINE CONSTRUCTION
Failure to secure required permits;· fihe n·ot paid.
.. -. o7124187
06910
TOPSAIL STAR
lm proper disposal ofsolid waste (paj:fe·r) into the river.
08'/18/87
NAVIERA STRALLES
06912
ALLIED MARINE
lmpropet disposal oHolid waste intc>'river :..
09129187
06913
MIAMI SHIPYARD CORPORATION
Improper disposal of solid waste (s~ndblasting) into the river.
1011918'7
SVENBORG BAY VESSEL
Improper di~posal of seWage into the river. ' ,. .
16/20/87
06914 ·. 08426
,·, ..
. .... Causing sanitary nuisance, as a resultoffish cleaning operation.
FLORiDA FRESH SEAFOOD CLOSED CASES
00901
·····
09/29/87
.....
,.
PIERRE ST. PIERRE '··.
lmp;roperdisposal ofsolid waste, dean-up completed.
02/24/87
00906
DENIZANA SHIPPING
00909
MIAMI RIVER YACHT
lmprop~r dispdsal of solid waste, clean-up completed.
03/04/87
00911
MIAMI RIVER YACHT
tm proper dispo~at· of waste· oi t, cle~ n.:~:ip completed~
06/16/87 .,.
00912
COL PAC
lmprdpe'r'disposal:ofSolid waste, clean-up com;pleted.
05/19/87
··:
''
.,,.,,,
·····.
- ........
00913
JOHNSON'SHIPPING
lmproper;disj!Sosal of solidwaste, d~an-up completed.
o5t26t87
00914
VESSELHONDURAS
lmproper'dispoSal of solid waste, clean-up completed.
06/02/87
00915
VESSEL CHA CHAEXPRESS
tmprop-e'r disposal ofsolidwaste, clean-up completed.
03/13/87
J- 1
. ....
WASTE DUMPING VIOLATIONS (WDV) AND WARNING NOTICES ISSUE.D BY DERM (COMPLIENCE NOT ACHIEVED BY 09/31/87)
FACILITY
DATE ISSUED COMMENTS
ADDRESS
. '
TOMMY'S BOATYARD
TONY'S MARINE
243 NW SOUTH RIVER DRIVE
10/10/87
Site abandoned; WDV issu··ed for solid wast~ clean-up underway. Needs follow-up inspection.
08/15/87
Verbal orders for improper solid waste disposal. Needs IW-5 permit and follow-up inspection. ':·'
CLOSED CASES NORTH RIVER TERMINAL
3218 NW NORTH. RIVER DRIVE
07/15187
Verbal orders for improper solid waste disposal. Site clean-up completed.
DAVIDSON LUMBER
37QO NW NORTH RIVER DRIVE
01/09/87
CRX railway property owners contacted and clean-up completed .
MTABUSWASH
11/15186
Verbal orders for improper solid W(!Ste disposal. Site clean-up completed.
STAR MARINE
11/07188
Verbal orders for improper solid waste disposal. Site dean-up
..
I.
J- 2
DERM NOTICE OF VIO.LATION (WHICH ARE CURRENTLY ACTIVE, COMPLIANCE NOT COMPLETE)
FACILITY
ADDRESS
DATE ISSUED, ·COMMENTS
ALMCO
3336 NW NORTH RIVER DRIVE
02105187
IW•5 Permit applied for, l.etterntained solidwastetogrounds;
MERRILL STEVENS .
1270 NW11 STREET
04124187
Oil to soi·s, cor:~taminated stormwaterto river.
COLPAC
120SW NORTH RIVER.DRIVE
0510.718 7
...
Unconta i ned solid waste to grounds and river;
•'
-
..
..
~------------~--+-.--.-.----~~,~,~-~~~~-~-~~~~-~-- --~--~---------------i
JOHNSON'S SHIPPING
2974 NWNORTH RIVER
04/21/87.
Oil and grease to soils uncontained solid waste to grounds and river.
MIAMI RIVER YACHT
2215 NW14STREET
05/04/87
Boat painting waste. to soils·and river.
··•.c'-'
FLORIDA MARINE CONSTRUCTION
3660 NWNORTH RIVERE>RIVE
04/21/87.
ALLIED MARiNE
2051 NW 11 STREET
BERNUTH SHIPPING
-3163 NWSOUTH RIVER. DRIVE . 04/22/87
ANTILLEAN LINES
3038 NWNQ.RTH IUVERDRIVE
04/24/87 · Metals contaminati.on to soils.
DAVIE SAND
3180 NW34AVENUE
04124/87
T1,1rbidity to river.
STAft MARINE
3001 NW.SOUTH·RIVERDRIVE
06/25187
Sanitary riusiance.
FLORIDA YACHT
.1585 NW 24·AVENUE
--~------------------~ 06/23187 .. Boat paintingwaste to river and soils.
BERTRAM~ TROJAN BOATS
l663 NW 21. STREET
06/25/87-
.· 06/24/87
Oil spill to river. Improper handling of 55 gallqn drums, oil and grea1se to soils. ·
,.
O.il spill to grounds. Turbidity to river. ,.,_
~--------------------~
aoatfibli!rglasswaste.to river.
~----------------~------------------~~~~~----. . 09/02/87 Oil staint:!d soils and uncontained solid waste ROYAL SLUE PACIFIC togrour~ds.
DOCK HAITI CHAR1
Uncontained s.olidwaste to gr,ounds.
ANTARES SHIPIIING
3780/NWSOUTH RIVER DRIVE , 09/02/87 . . .. 37,17'NWSOUTH RIVER DRIVE 09/02/87
NUTA'S BOATYARD
-188.4 NW NORTH RIVER-DRIVE
Pressur.E! cleaning and ,paint wast~ to river.
HYDE SHIPPING
3033:NW,NORTH ·RIVER DRIVE · 09/02/87
BIMINI BOAT
151NW SOUTH RIVER DR
'·'
TOMMY'.$ BOATYARD FL,ORIDALOBSTER.& STONE CRAB
Oil and ureasetosoils,improper handling of ,55 gallon drums.
10116187 · lmprop•:!rly managed waste oil, uncontained solidwc1ste.
· 935 NW 15TH AVENUE 135 SW SOUTH
09/02/87
Uncon~ained.solidwastetogrounds.
RIVE~.ORIVE
J- 5
10116/87
Paint w;:tste discharge,oil stained soils,unrontainedsolid waste.
10/16/87
Oil stairted soils.·
DER WARNING NOTIC.ES
DATE ISSUED VIOLATION
LOCATION
ADDRESS
KLOSTER CRUISE LIMITED
1265 SOUTH AMERICAN WAY PORT OF MIAMI
11/ /87
Leaking formaldyhyde drum{SS gc.}llon)
AIMCO IRON & STEEL
3338 NE NORTH RIVER DR
09/09/87
Solid waste discharge to river and inadequate containment facilities.
RASTRO CUBANO
3737 NW SOUTH RIVER DRIVE
09/02/87
Untimely response to first warn in~ latter
COLPAC.
120 SW SOUTH RIVER DRIVE
09/02/87
Continued sanitary nuisance.
JOHNSON'S. SHIPPING
2974NW NORTH RIVER DRIVE
09/09/87
Solid waste backfilled into bulkhead.
BERNUTH SHIPPING
3163 NW SOUTH RIVER DR
09/02/87
Oil spill to grounds adjacent to Miami River.
FLORIDA MARINE CONSTRUCT.
1585 NW 24 AVE
10116187
Large pile ofuncontained solid waste and no response to first warning notice.
ALLIED MARINE
2501 NW 1·1 STREET
11//87
Sewage spill.
NUTA'S BOATY ARO
1884 NW NORTH RIVER DR
11//87
Uncontained solid waste.
AIIMCO IRON & STEEL
3338 NW NORTH RIVER OR.
11//87
Penalty letter for solid wast.e in Miami River and inadequate containment facilities •
.
J-6
MEMORANDUM DATE:
Section Heads
TO:
FROM:
~.·p Enfl;;;/I!Jt?r_f J o. ·s .. h.r f T..
Sti. lw···.el. 1··'.· . '. C.·hief
: May 24,: 1988
S.UBJEC1: ··:Inspections .at >,·sites
with: Active Enforce. ment Cases.
I would like to. take· :this . oppc)r.tunity to.~:·request .~· .that you and your .e.nginee~ing, : · permittitlg:. :.·, ancJ .· .field·::··
"
. : FNPTC
TA '
.~ ..
..
c
.
·,•
TA.
~
CLA
"
TOP QUALITY FINISHER
TA.
A
,.
UNICROM,INC.
3198NW 125 ST
CHILDERS
TA
NOV(F)
A
WOLLARD AIRCRAFT EQUIP
6950NW77CT
. ,,
TA
FNPTC
CA
~~
~
J- 23
"
""''
DERM ADMINISTRATIVE ENFORCEMENT COMPREHENSIVE C:ASE TYPE SUMMARY 05/03/88 COASTAL . TOTAL NUMBER OF CASES ... 27
'
ENF. OFFICER
LAST STATUS NOTICE ISS.
COTE
BK
NOV(O) ·
A
1865 CLEVELAND RD
SEILER
BK
FNPTC
A
6598 ALLISON RD
SEILER
BK
NOV(O)
A
S. MOORINS WAY
ETTMAN
BK
NOV(O)
c
COTOCO.
MASHTA POINT
MAYO
BK
NOV(O)
A
CRISTAL
19720 NE 24.AVE
SEILER
BK
FNPTC
A
DADE CO PUBLIC WORKS
BETSW 187&194 ST
ETTMAN
BK
NOV(O)
CA
FIELD
3551 MAIN HWY
MAYO
BK
FNPTC
CA
GOMEZ,R.
16400 NE29 AVE
SEILER
BK
NOV(O)
A
GUANIPA
14 HARBOUR PT DR
COTE
BK
NOV(O)
A
HECTOR
3507 ST.GAUDENS RD
ETTMAN
BK
NOV(O)
CA
· 3301 RICKENBAKER
ETTMAN
BK
A
JACKSON
17345 SCUTLER RD
ETTMAN
BK
c·
KINGS BAYY.C.
14401 SW 62 AVE
SZNOL
BK
NOV(O)
CA
KINGS BAY Y.C.
14401 SW 62 AVE.
ETTMAN
BK
NOV(O}
c
KINGS BAY Y.C.
14401 SW 62 AVE
ETTMAN
BK
NOV(O}
c
LEMONS PALMETTO INC
7355 SW 33RD ST
COTARELLI
BK
NOV(O}
A
MACHADO
31 INOIAN CR IS·
COTE
BK
NOV(O}
A
BALLPOINT
ETTMAN
BK
FNPTC
CA
·42 LA GORCE CIR
ETTMAN
BK
NOV(O)
A
2940N BAYRD
SEILER
BK
NOV(O}
A
RUSTY PELICAN
3201 RICKENBAKER
ETTMAN
BK
SAENZ
PALMER LAKE
MENGE
BK
NOV(O)
A
· 265 ATLANTIC ISLE
COTE
BK
NOV(O}
A
SPIER
1690 s..w DRIVE
SEILER
BK
FNPTC
A
SUPERIOR FISH
377 NW S RIVER DR
SEILER
BK
NOV(O)
CAO
WILLIAMS
OLET.l, RIVER & US 1·
ETTMAN
BK
NOV(O)
c
CASE NAME
STREET ADDRESS
CASE OFFICER
BAYSiD·E
MIAMARINA.
BRAGA BRAMSON/ALPHA . CONFALONE:
HORATIO$
MIAMI CENTER .
PAUL RIORDAN
·siDE
;
J- 24
c
DERM ADI\IIIN.ISTRATINE ENFORCEMENT COMPREHENSIVE CASE TYPE SUMMARY 05/03/88 WETLANDS TOTAL NUMBER OF CASE$ ... 97
CASE NAME
STREEfADDRESS
CASE OFFICER
ENF. · OFFICER
LAST NOTICE ISS. .:STATUS
MOLINA
SW 136ST &212AVE
DOZIER
BK
NOV(O)
A
ALEGRET
SW136ST&212AVE
DOZIER
BK
NOV(O)
A
ALEGRET 2
SW136 ST & 212 AVE · .DOZIER
BK
NOV(O)
A
ALMEIDA/ALMEIDA
SW 115ST &209
BK
NOV(O)
A'
ALVAREZ'
SW 126 ST & 209 AVE : BERNADINO
BK
FNPTC
A
ARENCIBIA
SW 147.ST & 214AVE
DOZIER
BK
NOV(O)
A.
AZPETIA TRUCKING
550 NW·137 AVE
MOLNAR
BK
. FNPTC
c
BATTLE
141 00 SW 214 AVE
.DOZIER
BK
FNPTC
A
BLEWSrrORRES
TR 31113·.5'2·39
BOYER
BK
'FNPTC
T
BURMA INVESTMENTS
14700 SW 208 AVE
DOZIER
BK
FNPTC
A·
BUSTO.
SW 152 ST & 207 AVE
DOZIER
BK
FNPTC
A.
CABRE RA,CARLOTA
SW l51ST&208AVE
DOZIER
BK
· NOV(O)
A
DOZIER
·.
'.
'.
CANARIAS DEVELOP.
SW 408ST&C11 1
MOLNAR
BK
FNPTC
A
CANTERO & BERMUDEZ
SW144ST& 214AVE
FANNING
BK
NOV(O)
A
CARDENAS
TR 11,11 ~52·39
DO.ZIER
BK
FNPTC
c
SW136ST & 119·
DOZIER
BK
NOV(O)
A
2100tSW 136 ST
DOZIER
BK
FNPTC
A
. CARRILLO,EVARISTO CORTES
I
DANTES/SANCHEZ .
NW11 ST·& 139AVE
DOZIER
BK
FNPTC
c
DE LA CAMPA
SW 137 ST.& 214AVE
DOZIER
BK
~NPTC
A
DELA.CAMPA,PEbRO
21400SWl36 ST
OOZIER
BK
' FNPTC
A
DEBE SA
NW131AVE
MOLNAR
BK
FNPTC
c
DEVESA
SW 120 ST.& 207
: BE.RNANDINO
BK
· · NOV(O)
·A
DEVESA2
SW 116 ST & 207
BERNANDINO.
BK
NOV(O)
'A
DIAZ,J.
SW.13tST.& 21-2 AVE
DOZIER
BK
FNPTC ·.
A
F.A;T. FERNANDO CORP
SW 138ST & 208 AVE
BERNANDINO
BK
FCC·MATERIAL CORP
NW~58S"[&'122
DOZIER
BK
AVE
J- 25
A ·FNPTC
A
·•
DERM ADMINISTRATINE ENFORCEMENT COMPREHENSIVE CASE TYPE SUMMARY 05/03/88 . WETLANDS TOTAL NUMBER OF CASES .•.97·
STREET ADDRESS
CASE OFFICER
ENF. OfFICER
LAST NOTICE ISS. STATUS
SW 125 ~;T & 209 AVE
DOZIER
BK
FNPTC
A
FOUR STAR TRUCKING
NW58Sr & 121 AVE
MONLAR
BK
FNPTC
A
FP&L
32,33 & 34-57-39
BERNADINO
BK
NOV(O)
A
FRANCIS
SW 124 ST & 207 AVE
DOZIER
BK
NOV(O)
A
GARCIA
NW 11 ST & 139AVE
DOZIER
BK
FNPTC
c
GARCIA,ARTURO
16650NW 124AVE
DOZIER
BK
FNPTC
A
·GARCIA,D.
SW 128 H & 212 AVE
FANNING
BK
FNPTC
A
. GARCIAILE.DESMA
SW408~iT & 15.6AVE
MOLNAR
BK
FNPTC
c
GARCIA,O & I ·
35-53·39
DOZIER
BK
FNPTC
A
GONZALEZ
NW 58 ST & 122 AVE
NYBERG
BK
NOV(O)
c
GONZALEZ,PEDRO
SW 408 ST & 150 AVE
DOZIER
BK
FNPTC
c
HADDAD
TR48,1·1-52-39
DOZIER
BK
NOV(O)
A
TR 6, 13-·52-39
BOYER
BK
FNPTC
T
LAVAS
35-53·3!}
DOZIER
BK
FNPTC
T
LECATO/GONZALES
SW 129 ST & 212 AVE
BERNADINO
BK
NOV(O)
A
LINARES
TR 35 & 36,09·52-39
BOYER
BK
FNPTC
T
LOPEZ BROTHERS CORP
NW 11 ~:.r & 140 AVE
MOLNAR
BK
FNPTC
c
LOPEZ, JORGE
SW144ST&214AVE. DOZIER
BK
NOV(O)
A
LUCK.
.SW 400 ST & 152 AVE
MOLNAR
BK
FNPTC
A
MARRERO
. SW13f S·T &·209AVE
OOZIER
BK
FNPTC
A
CASE NAME . FONTNILLA
JURI
l
MARTINEZ,PABLO
TR.48, '11 -52·39
DOZIER
BK
NOV(O)
.A
MAYTIN
NW 111:i ST & 136 AVE
DOZIER
BK.
FNPTC
A
,i·
14820 ~;.w 2'12 AVE
MOLNAR
BK
FNPTC
A
..
309 NW 137 AVE
MOLNAR
BK
F.NPTC
c
MORALES, I.
SW 13:i. ST & 209 AVE
DOZIER
BK
FNPTC
A
MORALES~J.
13195~·iW 209 AVE
DOZIER
BK
FNPTC.
A
.·MIQUEO. MJF CONSTRUCTION
;·
J- 26
\
..
DERM ADMINISTRATINE ENFORCEMENT COMPREHENSIVE CASE TYP~ SUMMARY 05/03/88 WETLANDS TOTAL NUMBER OF CASE$ ... 97
'lAST NOTICE ISS. STATUS
CASE NAME
STREET ADDRESS
CASE OFFICER
ENF. OFFICER
MORGADO
NW 137 AVE
MOLNAR
BK
FNPTC
c
MUL Tl-TOWER CORP.
NW6ST & 138AVE
DOZIER
BK
FNPT.C
A
NAVARRO
16666 NW 127 AVE
DOZIER
BK
FNPTC
A
NO.STE
SW 136 ST & 208 AVE
DOZIER
BK
FNPTC.
A
ORDAZ
SW 139 ST& 208 AVE
DOZIER
BK
NOV(O)
A
ORTIZ
SW 139 ST & 208 AVE
DOZIER
BK
FNPTC
A
· NW9ST & 138AVE
FANNING
BK
FNPTC
c
PEREZ
12945 NW 182 ST
FANNING
BK
FNPTC
c
PEREZ,WALTER
13805 SW 214AVE
DOZIER
BK
FNPTC
·C
PEREZ/PEREZ/PEREZ
NW 178AT & 129AVE
DOZIER
BK
FNPTC
c
PERSANT/LISTA
450 NW 137 AVE
FANNING
BK
FNPTC
·A
PINEIRO/ANGEELAND
16225 NW 122 AVE
DOZIER
BK
.NOV(O)
A
RAMIREZ
14200 SW 209 AVE
DOZIER
BK
FNPTC
A
RANGEL
NW 157ST & 119AVE
BERNADINO
BK
NO~(O)
A
RANGLE
NW 157ST & 119AVE. DOZIER
REBOREDO/LEON
NE 10ST & 137 AVE
DOZIER
BK
FNPTC
c
RIVERA
131 OS SW 209 AVE
DOZIER
BK
FNPTC
A
RODRIGUEZ,J.R.
21321 SW 152 ST
DOZIER
BK
FNPTC
A·
RODRIGUEZ, JOSE I.
TR 48. 11·52-39
DOZIER
BK
FNPTC
A
RODRIGUEZ/PEQUERO
SW212AVE & 146ST
DOZIER
BK
FNPTC
A.
·ROORIGUEZ/GARCIA
35-53-39
DOZIER'
BK
FNPTC
A
ROMERO
SW 132 ST & 209 AVE
DOZIER
BK
FNPTC
.A
OSPREY SERVICES
i
A
:•
I
ROQUE
SW 30 ST & 147 AVE
FANNING
BK
FNPTC
A
ROQUE,I.
NW 174ST & 133 AVE
BARNADINO
BK
FNPTC
c
ROQUE,O.
NW 174.ST & 133 AVE
MOLNAR
BK
FNPTC
c
ROSARIO
21471 SW 152 ST
DOZIER
BK
NOV(O)
·A
J- 2.7
DERM ADMI,NISTRATINE ENFORCEMENT COMPREHENSIVE CASE TYPE SUMMARY 05/03/88 WETLANDS · TOTAtNUMBER OF CASES ...97
..
;
CASE NAME
STREET ADDRESS
CASE OFFICER
ENF. OFFICER
LAST NOTICE ISS. STATUS
RUBIO, RAFAEL
NW 178 ST & 132 AVE
DOZIER
BK
FNPTC
A
SANCHEZ
SW16ST & 167 AVE
FANNING
BK
FNPTC
c
SANTIBANEZ/HERNANDEZ ·
SW 148 ST & 212 AVE
DOZIER
BK
NOV(O)
A
SANTIESTEBAN
SW139ST &2UAVE
DOZIER
BK
FNPTC
A
SKINNER
13600 NW 182 ST
FANNING
BK
NOV90)
A
SMITH
·NW 11 St & 140AVE
DOZIER
BK
FNPTC
c
.SOLER
SW39ST & 148AVE
FANNING
BK
FNPTC
A
SWEETING ·
14020SW217 AVE
DOZIER
BK
FNPTC
TESARCI ENTERPRISES
13811 NW 11 ST
DOZIER
BK
FNPTC
c
TREE MASTERS
NW 157ST & 123 AVE
DOZIER
BK
FNPTC
c
URIA .
SW 133 ST & 219 AVE
DOZIER
BK
NOV(O)
A
VALDES
SW 26 ST & 148 AVE
FANNING
BK
FNPTC
A
VASQUEZ
SW12lST &.209AVE
BERNADINO
BK
NOV(O)
A
NW 10 ST & 138 AVE
DOZIER
BK ·
FNPTC
c
VELASCO~A.
SW 168 ST·& 227 AVE
BERNADINO
BK:
FNPTC
A
.VEMERCORP
SW146ST l214AVE
DOZIER
BK.
NOV(O)
A
VIDAL INVESTMENTS
SW136ST &214AVE
MOLNAR
BK ·
FNPTC
A
VILLA
NWSOST &119AVE
DOZIER
BK
YAPELL
SW 136 ST & 208 AVE
DOZIER
BK
: ..
·VEGA
•
j.
J -28
A ..
.
A FNPTC
A
DERM ADMINISTRATIVE ENFORCEMENT COMPREHENSIVE CASE TYPE: SUMMARY 05/03/88 TREES TOTAL NUMBER OF CASE$ ... 38
CASE OFFICER
ENF. OFFICER
17421 & 17540 sw 93 ST
KLEIN
BK
WARNING
A
2.01 50 SW 326 ST
LIPPENCOTT
BK
NOV(O)
A
BLOODWORTH
SW 311 ST & 193 AVE
LIPPENCOTT
·BK
NOV{O)
A
BORRON(LOS ROBLES)
SW 113 PL & 73 TERR
MAGUIRE
BK
NOV{O)
A
DADE CO PARKS
SW 78ST & 117 AVE
MAGUIRE
BK
. NOV{F)
.A
DAViLA!GARCIA
SW 328ST & 117
LIPPENCOTT
BK
NOV(O)·
DUMENIGO
SW 182 ST & 83 AVE
MAGUIRE
BK
NOV(F)
CA
DUREIKO.
SW289ST & l52 AVE
MA.GUIRE
BK
NOV{O).
A
ENGLISH
23877 SW 152 AVE
KLEIN
BK
NOV{F)
c
E11n2ental Regulatil>n .. 1wln
'H>wc:r~ t >ffh..'t.' Bldg. •
lltlll ~IJfllllt:/
2600 Blair ~lone Hoad •
l~dlaha~:,ee, Flunda 525·2:f00
(" 1\"t'l IIIli
June 13, 1988
Pete Rhoads South Florida Water Man~gement District Post Office Box 24680 3301 Gun Club Road West Palm Beach, Florida 33416-4680 Dear Mr. Rhoads: The South Florida Water Managem~pt District has prepaTed an extell~nt outline for the Surface Water Improvement and Management (SWIM) plan foi Biscayne Bay. Your staff is to be commended for their efforts. We have appreciated the opportunity to meet ·with the SFWMD as the· format fo.r the Biscayne Bay Plan has been developed. As a result, we anticipate that the plan will accomplish several things: it will enlist the support.of local governments and regulatory agencies, it will provide a comprehensive over v 1ew of the issues, and will provide a focus on ~pr io.r i ty recommendations for acticin ~or the protection and/or conservation of resources in the Bay. Th~se reflect the intent of the SWIM process. l would like to follow·up o~ several questions raised at th~ May ~7 ~eeting in Miami. There was discussion of the adoption of. more applicable standards or an ahtidegredation policy to better protect the .critical res6urce areas. This could be accomplished through submittal of a petition for Site Specific Wa.ter· Quality Standards; enclosed you will find a copy of .this reference (17-~.061(3)). (Other requested information on antidegredation will be forwarded shortly.) There was a request for comments on a list of taxies to be monitored. A list has been prepared by the EPA entitled the Treatablity manual. It lists toxic contamina.nts expected to occu-r from different types of discharges. From the discharges that occur into the canals .and into the Bay, a list of compounds can be determined. Additionally~ a repori has been prepsred for the. EPA (3/88), State of Florida Identification of 304(1) Waterbodies:· Candidate lists. The report was prepared using the 305(b) report, and list~ waterb6dies that may be impaired by toxic substances. The Surface Water · Management ·~ection under Roxane Dow should be happy to forward more.· informatiori .as it becomes available.
K-1
Mr. Pete Rhoads June -13, 1988 Page Two
Th~
plan for the Bay will need to include a timetable fot btinging point and nonpoint sources into compliance (17-43.035(4)) and a schedule for restoration and management of the water body (17-43.035(10)). I am aware that this will become more evident as monitoring of the system becomes refined, and as w~ pinpoint not only the source of the discharges, but the best possible technology _to correct these situations. We understand the need to be realistic in our goals. These timetables should reflect your best possible estimate for compliance, restoration and m~nagement of the Bay.
The Surface Water Improvement and Management guidance gives us all an opportunity to coordinate and fine· tune many profess~onal efforts; we look forward to the time these efforts are rewarded. Improve~ent'and enhancment of natural resources in the Bay is a common goal, .and a good me.a~ure of success. Thanks again for the SFWMD's cooperation in the SWIM process. We look forward.to the completion of the first year Biscayne Bay plan.
Sincerely,
~~
GU
M. sloane Coastal Zone Management Section
Enclosures /
cc-:
Michael Cullum/ A.lex Padva Peter Krinsky Roxane Dow· Dave Worley
K-2
State of Florida DEPARTMENT OF ENVIRONMENTAL REG.ULATION
Interoffice Memorandum·. 1o - - - - - - - - - - - l.all4lloan ----~--
lo ------------..........,;-------._..;,_.
TO:
Alexander Padva
FROM:
Peter Krinsky.
DATE:
July 13, 1988
SUBJECT:
Swim Biscayne Bay Plan Comments
lo
From
LOcllloOn - - - - - - -
.. ~ _.,;._.:.;;....__~___.;_
0.
A discussion of the Miami River dredging issue needs to be
addressed. One recommendation could be&sampling, and analysis program on river sediments documenting areas of uncontaminated deposits~ industrial type contamination, and hazardous in :nature, if an~ via EP tox tests~ The chemical nature of the river sediments appears to be in question at this time; · ·. particularly with regard~ to the hazardous elassification. Hazardous and indust~ial areas would be targeted f6r dr~dging. Recommended dredging technigues should be .addressed .as well as dewatering methods. Disposal alternatives also. need to be ·addre~sed particularly for hazardous materials ~·(i.e. solidification,·etc.) Is there a way to tie SWIM support to the Army Corps funding? SWIM could fund the preliminary ·sampling and feasibility work while the Corps· would fund the actual project1 It appears this issue was ~issed and could be a major water quality issue for the Bay. discussion of Stormwater Utility development in Dade and revenues that will be generated here to support stormwater management and resultant water quality benefits was not made.
A
DER has already laid the groundwork for upgrading the Miami River from Class IV to III waters. This should be folltiwed .up.
Operational iequirements via a permit system .for marinas should be discussed in greater detail as a real serious · consideration. These ·businesses contribute heavlly to pollutibn in the Miami River basi~. More emphasis
oh pg~
4-1,2,3. as related to pgs. 93 '
94 .
.ie: - Cost breakdowns with man hours etc. included in plan or appendices as already exists in contracts between DERM and SFWMD?
- Success.criteria listed and to be regularly monitored? - any relationship between research and management strategies ·illustrated? ~ K-i
K-4
· July 28, 1988 Mr Michael G. Cullum supervising Prof~ssional Water Quality D.ivi,sion South Florida Water Management District P.O. Box 24680 3301 Gun Club Road West Palm Beach, Fl 33416-4680 Subject: Draft SWIM plan for
Biscayn~
Bay.
Dear Mr. Culium Thank you for letting me review the ·subject draft. Most of my conunents are concentrated on the · Sutnm.ary of · Recommendations and appropri.ate pa~ts of tb.eactivities that · it believes affect water quality. As a result, several types . o~ water body restoration activities, such as habitat, fisheries,. and public i~cess K-17
Page 2 Wodraska - SWIM comments
improvement, have been omitted or given low·priority for future State funding. Although Dade County agrees that stormw·ater and tri bu'tary impacts are among the most serious threats to Discayne Bay, al te,ration of natural systems, as identified in the SWIM Act, has also contributed to the decline of water quality and living resources, particularly in north Biscayne Bay. The scope of the proposed SWIM projects should be broadened to include increased State funding for habitat restoration a.nd enhancement. Examples· of cost-effective habitat improvement projects include physical modification and mangrove planting in previously filled wetlands, creation of saltmarshs and shallow water habitats, or construction of artificial reefs in previously dredged areas. Construction or studies of canal modifications should be funded through a District match. o
Loc•l pollution control enforcement is one of the most pra~tical an~ effective •eth~ds for prevention of point source pollution. In · .•ddition, enforcement activities can reduce the introduction of cont~inants into stormwater runoff, lead to the clean up of pas~ instances of contamination, and promote public awareness. The draft SWIM plan recommends increased local pollution control enforcement; however, the proposed 3-year funding program provides a decreasing leyel of support and states. that local government. should absorb these costs. This is not consistent with the intent of the SWIM Act, wh1ch emph4sizes the role of the State in supporting surface water . improvement. Furthermore, · ·the possibility of identifying a stable source of local funds for full-time inspectors assigned exclusively to the Miami River is remote. A reduction of State support for this activity would result in a parallel reduction in exclusive water body enforcement activities.
o
The Department of Environmental Resources Management (DERH) has repeatedly requested that the District include artificial reefs in the text and recommendations of the 'plan as a cos~-effective method of restoring dredged areas of Biscayne Bay. Although this strategy has been recommended by ocean engineers and marine scientists at the University of Miami who performed baseline studies of Bay resources and incorporated into previous management plans, it is virtually omitted from the draft SWIM plan. Bay artificial reefs, which are constructed pri~arily of concrete materials and limerock, provide a. stable substrate for •ttached algae and invertebrates and provide food The reef· and shelter f'or crustaceans and numerous fish species. materials· and attached growth also trap suspended particles and promote removal of dissolved macronutrientm from the· water, and therefore are capable of enhancing both water quality and living resources. Metro-Dade County continues to recommend that artificial ree~s be included in the sections of the plan describing "habitat restoration."
o
Metro-Dade County, together with the Miami River Coordinating Committee and numerous other State land local agencies, strongly supports expeditious removal and environmentally sound disposal of contaminated sediment from the Miami River# State and local stud.ies have already documented that these materials degrade water quality and are being conveyed to portions of north Biscayne Bay. The draft plan,
• K-18
Page 3 Wodraska - SWIM comments .
however, emphasizes concerns related tb resuspension and release of· contaminants during future dredging and declares that offshore spoil disposal is unacceptable. We agree that these concerns are valid; however, conclusions regarding dredging methods a~e premature~ Potential environmental impacts will be addressed through pre-construction studies now underway and by Federal, State and . local regulatory programs. · · We urge that the discussion of Miami River· dredging be revised and that a recommendation advocating environmentally sound removal of contaminants be inc'luded in the plan as a better alternative than doing nothing. o
.Due to severe time constraints, it was no~ possible for District planners to review •11 historical and technical data on th~ Bay and surrounding areas. A great deal of data on l•nd use, pl~nt communities, and groundwater quality .has been collected by Dade County. To avoid co$tly duplica~ion of· effort, thi.s data sho.uld be . thoroughly· reviewed before State SWIM funds are committed to additional studies of this nature.
Metro-Dade County has long taken the lead role in the restoration and enhancement of Biscayne Bay and its tributaries. We actively supported development and implementation of the SWIM program, which holds the promise of continuing State support 'for Bay restoration activities that · otherwise could not be accomplished. .we look forward to working in partnership with· the District to develop SWIM proj acts that will significantly preserve and· enhance the diverse resources of B~scayne Bay.
;;;;;
..
··
Anthony J. Clemente Assistant County Manager
K-19
•
\
K-20
UNITED STATES DEPARTMENT OF COMMERCE
Neclonal DaNnie: end Acm•pherlo Admlni•VIi"clon NATIONAL MARINE
F,~SHERIES
SERVICE
Joycelyn Branseome :and Mike Slayton South Fl. Water Management District Suite 2115, -1390 S. Dixie Highway Coral Gables, FL 33146 Dea~
Joycelyn and Mike,
. Enclosed are $everal brief comments on the draft SWIM plan for Biscayne Bay. I have read through the entir~ document and consider it thorough and well organized. It appeari to m~k~ good· use of the Biscayne Bay Aquatic Preserve Management Plan with little direct duplication of the enormous amount of information in the latter document. Specific comments: - The Central Bay subdivision illustrated in Figu~as·1 and 2 does not correspond with the text. page 6 of~the text (and elsewhere) defines the southern limit of the central bay as Sands Key across to Gould• ,Canal. Figs. 1 and 2 illustrate a central bay subdivision of half this si'ze - the southern boundary extends from north Safety Valv.e across to ca. ::snapper Creek Canal. This could result in unnecessary confusion for those concerned with management of both east~rn and westarn: shorelines of the bay. I presume the mistake is in the figures, not the text. - The recommendations and -priorities are appropriate. Sinqe the importance of black and white mangroves, as we 11 as red, is emphasized on pages 46 and 4 7 , · cou'l d specific protection of these trees be added to recommendation #15 or #16 in future iterations of the SWIM plan? This q~estion also applies to. the statements on mitigation made in the first full paragraph of p. 48. I do realize that these are difficult issues involving many agencies besides the SFWMD. - Enclosed photocopies identify several typos, etc. As .we have discussed, . two dissertation thapters~ ·in preparation on early life stage usage of natural and construqtion habitats by g~unts, snappers and associated fishes may be of use to the fishery habitat components of future iterations of this plan. Best wishes with your work. . S i. nee re 1y ,
.
...
.•
It CUMMINS PNiidlal ,. Allilri:ia DaftlapDalt Co.. JUOWU> B. [)()Wl.JNG Preadall. ltB. Groft. IDe.
FRED DRIVER
. Pi'lllidllll. Dri'fW A - - . .
ROBDT A. FIELDER lllt'l cc..aiiiiDcy • Mpai, Semca.
GEORGE M. GOOD ~
Coali&lallt
JOHN W. GREENLEAF, JR, PI&, GteiMil Emlrprils, IDe.
. ~E.URDYK. Pns., FI'IM lt&rdyk IDe. Ra1tcr
C. FRASUEil KNIGHT
...... p,..... KAiiM ~ An:bilecU JESS S. LAWHORN. Slliiar Y'a PI&,~ Blak, N.A. SP£NCER 8. MEJlEI)J'I1{ . Pnll.. Gtvrt lt&y Mirilla . GEORGE E. ·PATJDSON, JR.· !'-. CaalmoQon, Coni ,.- YICIII Cub WILUAM G. SA WYEJl Pftl, j Mnit. Eiitiirin-
EDWIN H. UNDERWOOD AftlllniiY, Uaderwaoll. Gillis IDd Kardlcr, P.A . ..U,.SERTVEUKY Cluall.• ~· !SE .NJ. : 2802
SAME
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ADDRESS
MIAMI SimES, 33158
: OFFICE BUIIDIN:;
754-8791 I:lrnM PERMIT 00.
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0012
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EXP.
I~.'IE:
05/01/91
Eft'IlJENI' DISPCSAL 'IO: SCW
